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IMM rrnrr� 'ro°race°1 'o°naarel =101; *): i"m: O II�IICir�■■�a■: �---�� wit G=. nil IICiil ;m��Im_ IC11ma1 0 AV --WA MM v All iinw ism TE SYNOPSIS: OFrcar■..■■rr•.r■n.■u■.�■■�urwr.u■rrr•u�n.�ni�.ru•�u�rrr.. ��:� v2A U BUILDINGS�!I lr�-1711 01, .■.>VI\ RTIFICATI 'QUIRED CI +'i' h aV W%W r)l-=L to �I- ZO�cp to 0�.•-JM N O M (.) .(7) �-1 p � N Z-- w 0 a- -- 0 T. En r 9 CDt 0 P, w to 0 z N I N Bleyl & Associa O SHUMARD OAK (QUERCUS SHUMARDII) 3" MIN CALIPER Q2 60"X60" NEENAH FOUNDRY CAST IRON TREE GRATE MODEL No. R -8738-A1 3 PARQUET BRICK PATTERN HOLLAND STONE BY PAVESTONE-IN _RIVER --RED,-OR--EQUI`J-AL-ENT-. - - ® CU -STRUCTURAL SOIL BY AMEREQ, INC., OR EQUIVALENT. TREE PLANTER DETAIL SCALE: NONE BOLTED w/ 1/4-20 X 1" STNLS. STL F.H. CAP SCREW TOP OF CURB MEASURED 3" FROM THIS ELEVATION #4 BAR CONT114000S TOP OF PAVEMENT MEASURED 3" 2" "... FROM THIS ELEVATION 6" �"' ° CONCRETE PAVEMENT REINFORCEMENT :. n • n ; BAR A* ° SEE EAVEME e - • "~'.' SECTION CURB 1. MODEL: SUPER CYCLOOPS #2175-8BY ,CURB :CURB * A PRE-BENT TRANSVERSE BAR MAY BE USE [,— #4 BAR 0 36" C/C DOWEL 'ES BOLTED TOGETHER K 3 STNLS. STL. HEX. [UT w/ WASHERS 60" 3., 3 1/2"- 4 1 /4" 4!'- 00 " —r--5» to 1"1 " I I 1 1/4!' �-L II 1»--IF--3/8" TYP. d iv M � r (2) BOLT SLOTS FOR 1/2-13 X 3 STNLS. STL. HEX. BOLT, w/ WASHER AND NUT NOTE: - COMPONENT NO'S: (2) GRATE 8738-0001; (2) LT. OPENING GRATE 8738-0002 MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: NOT PAINTED TREE GRATE DETAIL SCALE: NONE (27) STEEL SLATS ARE FORMED FROM 1/4" x 1-1/2" SOLID STEEL SEAT MEMBERS NOTES: 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE—APPROVED EQUIVALENT. 2. LENGTH: 6—FT 3. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER—COATED WITH POLYESTER POWDER COATINGS. 4. ALL WELDS SHALL BE POLISHED UNTIL THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. Bleyl & Associa BENCH DETAIL SCALE: NONE 1" Min. DEPTH TYPICAL CONTRACTION JOINT (0 5' SPACING) CONTRACTION JOINT SCALE: NONE MATCH EXISTING CURB FLOWLINE FL=343.47 EXISTING CURB A EXISTING PAVEMENT 4:*-- • FLOW— d. 4 TIE -1N PROP. 4" PVC DRAIN .LINE � � � \ A • 4 :a E T D 1/2" EXPANSION JOINT MATERIAL FL=343.52 - - - --- --_- & SEALANT (MIN DEPTH OF A _ _ --_----_ _-_-_ SEALANT = 3/4") .. .. .. .. .. . .. . No. 3 REBAR AT 18" (MAX) O.C.E.W. / ;a • . TYPICAL EXPANSION JOINT, 50' SPACING AND AT ALL #4 DOWEL TRENCH FRAME & COVER BY NEENAH FOUNDRY, MODEL R -4991 -CX, TYPE D COVER OTHER JOININGS WITH BRICK PAVER SECTION CURB REINFORCING DETAIL CONCRETE STRUCTURES (SEE DETAIL, THIS SHT) SCALE: NONE EXPANSION JOINT SCALE: NONE WOOD FLOA-T-FIMS I 4» SEE DETAIL FOR CURB REINFORCEMENT 6" THICK, 3500 DS1 a *—�- CONCRETE PAVIN #4 REBAS 0 12" O.C.E.W. .� . 1O 2" SAND CUSHION f ° #3 BARS 28—DAY CONCRETE 4. • .;. • ® 12" O.C.E.W. d STRENGTH = 3000 psi - (4"' THICK MIN.) SEE ------------ ---------- FINISH NOTE TYPICAL SIDEWALK DETAIL PROPOSED CURB g' THIC COMPACTED _ SCALE: NONE TC=345.75 LIME TREATED SUBGRADE _ MOTE: PAVEMENT JOINTING WILL BE PER THE CITY OF TRENCH .FRAME & COVER BY NEENAH COLLEGE STATION STANDARD DET ILS. FOUNDRY, MODEL R-4991—FX, TYPE C COVER 1 - TOP OF GRATE = 345.25 PAVEMENT SECTION SCALE: NONE BRICK PAVERS ",a•^C.Yf•_ i,.'�:' e(Y.r..'•".'`ate „�• :.� - a „_•,y ;r .-:z; `ts: ,,--1" THICK SAND BED • 4" THICK CONCRETE PAVEMENT, 28 -DAY. STRENGTH = 3000 psi No. 3 REBAR AT 18" (MAX) O.C.E.W. BRICK DIMENSIONS: 7-13/16" x 3-7/8" x 2-3/8" " 'ARQUET NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A PARQUET PATTERN AS SHOWN ABQVE. SCALE: NONE 1/27 x 2" SOLID STEEL BAR, WELDED AND GROUND CLEARANCE FOR 1/2 ANCHOR BOLTS SIDE VIEW 6" - 10" No. 3 REBAR AT 18" (MAX) O.C.E.W. - 22" SECTION A—A TRENCH DRAIN DETAIL 1 SCALE: NONE TW=345.45 * TRENCH DIMENSIONS: 18" WIDE x 48" LENGTH TRENCH FL=344.78 No. 3 REBAR AT 18" (MAX) O.C.E.W. No. 3 REBAR AT 1 g' (MAX) O.C.E.W. PROFILE VIEW MATCH EXISTING CURB FLOWI_INE FL=344.73 MIN. 1" THICK PROPOSED CURB (SEE. PAVING PLAN) — _..•o -% gym A EXISTING CURB r -EXISTING PAVEMENT :. n • ° ; NOTES: .4 . t CURB 1. MODEL: SUPER CYCLOOPS #2175-8BY ,CURB :CURB COLUMBIA CASCADE OR PRE—APPROVED! TRENCH FL=344.78 18"—#4 6" 12" 6" 12"6" 12 DOWEL EQUIVALENT. ti 2. ALL SURFACES SHALL BE ELECTROST1TICALLY * TRENCH DIMENSIONS: 18" WIDE x 48" LENGTH TRENCH FL=344.78 No. 3 REBAR AT 18" (MAX) O.C.E.W. No. 3 REBAR AT 1 g' (MAX) O.C.E.W. PROFILE VIEW MATCH EXISTING CURB FLOWI_INE FL=344.73 MIN. 1" THICK PROPOSED CURB (SEE. PAVING PLAN) — _..•o -% gym A EXISTING CURB r -EXISTING PAVEMENT FRONT VIEW -.BICYCLE RACK D ETAI L SCALE: NONE :. n • 10" ; NOTES: .4 . t CURB 1. MODEL: SUPER CYCLOOPS #2175-8BY ,CURB :CURB COLUMBIA CASCADE OR PRE—APPROVED! TRENCH FL=344.78 18"—#4 6" 12" 6" 12"6" 12 DOWEL EQUIVALENT. ti 2. ALL SURFACES SHALL BE ELECTROST1TICALLY ;. to z r.M NOM POWDER—COATED WITH POLYESTER POWDER •° • •' j'' • • COATINGS. '••-• ••� TRENCH FRAME & COVER BY NEENAH � � �� G� r—, o TRENCH FL=344.82 FOUNDRY, MODEL R-4991—CX, TYPE D COVER7\ z O PROPOSED SIDEWALK v v 18" PROPOSEDJ' w o be PAVEMENT „ 6,tA-4. C . PLAN VIEW �'. M -�, FRONT VIEW -.BICYCLE RACK D ETAI L SCALE: NONE l rA• li.i . '' t�'n Qw 7rtll n '� TO STREET CURB SCALE:NONE :. n • 10" ; W .4 . t CURB t.; ,CURB :CURB ' °; CURB 6" 12" 6" 12"6" 12 ti !0, to z r.M NOM z 0 to z O PROPOSED SIDEWALK v v N �+ w o be oN x „ 6,tA-4. X�a� . �'. A -�, a <;= <XI U poo .-:1 co N 0 04 0) N5'i-0) P., m� l rA• li.i . '' t�'n Qw 7rtll n '� TO STREET CURB SCALE:NONE W NW W ul t-� ZiEW-t W A o „ HU E-4 H H: wE•.I, O ��� A� � W I a �i H 0- -C4 ww O 0 x Z w "t 4M E -1W E' 0 � Z C) LO O. a � � O U O dw Q` �N••••NhF�. or 42 .'f• � ••'••sal --------------------- SAM J. VERNON i • 99353 •.'� i ,% S/0 N A L PROJECT NUMBER X049 NAME: 7049—DTLS i U ii wnzo� W v) t.; VJn 00 OXOD J Zr _jo w ti to z r.M NOM z 0 to z O v v N �+ w o be oN x X�a� -�, a <;= <XI U poo (Dm co N 0 04 0) N5'i-0) P., m� C � to QV OD ow C-1 0 z w 4 W m — I. - 0 W U Q U to o o a- a � 00 N n � m Q S� 012 o0 ��F LA to W aujta"• rn (401) Q w?w ado CL .1 z W r- W w w w ZOO^ IL to v °; W NW W ul t-� ZiEW-t W A o „ HU E-4 H H: wE•.I, O ��� A� � W I a �i H 0- -C4 ww O 0 x Z w "t 4M E -1W E' 0 � Z C) LO O. a � � O U O dw Q` �N••••NhF�. or 42 .'f• � ••'••sal --------------------- SAM J. VERNON i • 99353 •.'� i ,% S/0 N A L PROJECT NUMBER X049 NAME: 7049—DTLS i U ii wnzo� W v) M�0M VJn 00 OXOD J Zr _jo w Z W •d to z r.M NOM Ucr)' to O v v N �+ w o be oN x X�a� -�, a <;= <XI U poo (Dm co N 0 04 0) N5'i-0) P., m� C � QV W NW W ul t-� ZiEW-t W A o „ HU E-4 H H: wE•.I, O ��� A� � W I a �i H 0- -C4 ww O 0 x Z w "t 4M E -1W E' 0 � Z C) LO O. a � � O U O dw Q` �N••••NhF�. or 42 .'f• � ••'••sal --------------------- SAM J. VERNON i • 99353 •.'� i ,% S/0 N A L PROJECT NUMBER X049 NAME: 7049—DTLS i U ii • ��r��r■�■�nrr�rra�r.�rranurrii�r q •I'� i 1 Ev 4 'fr ,x.y 'F�t q �. t,•'r. C� sstt-. t'3i.'}: *n far{'lw"5..�'k�k, €,rs.hte}i3�b��L�,,+.tsS'„� •�cY et'7 t °�t ��`rr t, � k �t •mss-��..,��" ,,.�;i�''�'�,��v f�',t �.� 5L� '" a'j F�.'-`�:� s; clr," _ �� � s,� v..:x_..�.._ .. •t�x�' ."2gFn-> . n`k,....7.e � �e ■� ■ > �S c. rjT i �.}'2 3"..lkt '.r'TI 1 :'C■11// pfl 'r a'7e r`,.�k u..- h i s}4^ZOT, v -♦ �( tll� q' . ' u [ `�'.v r f 7y,i;„,�•?'��."' .,.' s" r i i;.�Yin' isif• [n-. t`4 t`S �r"'�" F Y..F il■rI iKi`�hk{y#`"',^ ia; st jar IXE��,1 C1ICeo E '� ��5 p:ri7C zir r.x :' �r�tG:a ./ 1�i �—■�+ �.,■...-+r d,!■..�.'{'\tom■�`/i1� ■ (�". �a�d i f.,y�T ■ r r t k ' ,... F+ d3 �r Allo=� E■■�I� 'e�J V�•��� �1_� .'Cid■: �® .... sti �'s•'.^u ..#.7aF ",...Y...S hY,.. _... ►T7... t.n fl Y 2 P ■■ r■ YYY a ar..■� ;`9L��S/]6v�A �%��1�i11.!;01�1:3] �� ...,��u_1�.."R���Ci�.wr.�rl1•V�■/i�!��R�LSIry�uCll!._.:�ili�1■»•■r�■�a•� .ter .���rma-mm I onRm tI � mrNN 0 NCO» � �fh� iFILE NAME: 7049 -LP MrdIol011■t■ �,rJ W1■I■11■P•��i't��►���rVa 9Z'9tr£=dl (.�/ I I I V I ONVH213A0 ONI01il8 I �'_ I� N Id Ji 9l'L17£=dl °9.1:K 1=31 . I / ' GL 9tr£=dl 9L'9tr£=d1 -. - _ CoI oi 7 £tr'Lvo=01 N to 1-11N1 31V�10 �d021d SLLtr£=01� - I ISS'9tr£=d1 I -,0'06 ` it I p .,E-- MIS 111111."...."4--rl �` 8l'L4£=01 _.: ...* . S9'9tr£=dl SS'94£=dl-''" 83 1 --.---,0.9 L --+-1 ,0'17Z ,0'9 L—•- ,0'9 01 09'Ltr£=01 0p�A� \ ‘p 6 \ (:\... • 100'L4£=d1 `� £l'Ltr£=di OS'Lfr£=01 I \ £9'Lt,£=01 I9 t'Ltr£=d1 I ,9'S17 m co 1 I I I I OS'Ltr£= 9l'Ltr£=MI 00'Ltr£=M1 9 t'L4£=d1 Ot7'L4£=dl 00'Lb£=dl � 00'L K L L•Ltr£=dl t 1.'Ltr£=d1 . • '• '. 0 I 03 90'Lt�£=M1 I '.- l9'Ltr£=01 90'L17£=dl 90'L17£=dl 113M el NIS OL Ltr£=01 - (- — -1 r— --1 - 8S•Ltr£=01 I I I I 13'Ltr£=01 - .E— —j -=—__I — — — OZ'LS£=dl . OZ'L4£=d1 ` - 3'617 L 3 „9Z,25o5i S �► H0P i 1 -ss-.----ss— rte.,_.__I_.__.....—__sC N33210S 2131SdWfla 3N1-1 2:13M3S ,l21d1lNdS „9 0 .121NOSVW 1101218 'd021d I NOI1V001 31VWIXOeddV Cd.11) Sa21V1108 'd021d irTh 228 D. .1g (fl Q- , • 2"(Latch Clearance) Ameristar Standard y 2"(HiQ Clearance) Leaf Widths°2 I4 i_ 1Y2'MONTAGE PLUS"'Rail ...._ i .�... Com_ _... a �,a_ 4"' (See Cross-Section on Panel Drawing) ~_ SW' 4:1-"F) II 1 r- �--- t-"-=�'->? -- --1: - .-. _--:�� 3 `- -Post size varies with Height �� -_-- (See MONTAGE PLUS"Post-Sizingchart)1 Varies with i oAL_A Height i cries Gate Upright with 13/4"x 14 ga. height ® . _i_ Standard Heights 16'only) II'f 4',5',6' / 34"j21 x 16ga.Picket I -� I _ _ r _ . I. 1. 1 1L II I. - Weld on Box Hinge 2" -ii3 Nom. 1 I 1• I 36"Min. I i -- 3t3/i6"TYP, Footing depth Ii' I f II I ' I {..:: . 1 • 1-1 1.)Post size depends on fence height,weight and wind loads See MONTAGE PLUS"'post sizing chart. 2.)See Ameristar gate table for standard out to outs.Custom gate openings available for special out to out/leaf widths. 3.)Additional styles of gate hardware are available on request. This could change the Latch&Hinge Clearance. 4.)Third&Forth rail optional(Rails may be required with Coronas and some heights). --- Over all Out to Out2® - --- - 2"(Hinge Clearance) --- -- 3"(Latch Clearance) Ameristar Standard - 2"(Hinge Clearance) Leaf Widths° I ( l4" 1%2"MONTAGE PLUS'"Rail t-- p -s D r i (Sec Cross-Section on Panel Drawing) I 57-1-+-..--_-- _- 1a o -� Post size varies with Height —,t_______-_ F - d ; (See MONTAGF.PLUS'"Pxt-Sizinglebart) 1® Varies with Height i4:11 .... Gate Upright 14"x 14 ga- Varies with r-- - Standard Heights Height 4',5'.6' (6'Only) rr / t 0 x 16ga.Picket rn /sr I -_ u�l '� - uvu . _�_ _ L a � ` _ �'-- Weld on Box Hinge -- 2" l — O Nom. •I I - _ 5� •I 36"Min. • I I • -- -- 31X(6"TYP. I I I) • Footing depth I f I I I II 7 I t 4 ir ' it' 1 Double gate Arrangement COMMERCIAL STRENGTH WELDED STEEL GATES ?.w: — —_ 1RMIS(X: MONTAGE PLUS MAJESTIC 2/3/4-RAIL SGL&DBL GATE 1555 N.Mingo DR: RTM SH.lof I SCALE: DO NOT SCALE I';I:l1i1 AMERISTAR® Tulsa,OK 74116 d . 1-888-333-3422 CK: MM Date 8/22/06 REV: b �� www.ameristarfence.com -•-- 8'O.C.Nom ..__� - CORONA Adornamen t option 0 i_ 1 " 1%i'MONTAGEPLUrRai l 4 c U DB U U 11 U U UU1U U fl 11 1H1 DA ( Cross-Sectio"aim) ,�. _�, --1 I— -Post size varies with Height (See MONTAGE Pt US"Yost-Sieing chert) Varies O With Height Varies Standard Heights With 4"121- 16ga.Picket 4',5',6' lleigh' �' 0 16'only) 120 I 1 . I Iii I "ll "0lU UU11UUUUUllU1111U [ U, 2"Nom. I I u I y Bracket Options -t F- 3,546" TYPICAL •I it 30 11 36"Min. I Footing Depth i 'I i . l l U . ' II NOTES: • II 1.)Post size depends on fence height and wind loads. • — U See MONTAGE PLUS"'post sizing chart. �� 2.)Third&Forth rail optional(Third rail required for Coronas). 3.)Available in 3"air space and/or Flush Bottom on heti- most heights(4 rail panel not available in flush bottom). ,� aPir RAKING DIRECTIONAL ARROWWelded panel can be rakedy30 over 8 with arrow pointing down ; , 1 '�grade /MONTAGE PLUS"'RAIL .00M011!01 .1 � 4. , fir....„/,41111,111 ril0 0 004,00 00 A4 00 0 PROFUSION"'WELDING PROCESS I y" r' _ No exposed welds, i ; Good Neighbor profile-Same 1 C roe appearance on both sides MONTAGE PL US"'RAIL Specially formed high strength architectural shape. E-COAT COATING SYSTEM LINE BOULEVARD t NIVIRSAl.BOW U VARD LI A I MOUNT BRACKET BRACKET BRACKET Base Material Uniform Zinc Coating - (Hot Dip) Zinc Phosphate Coating — „� Epoxy Primer el IaCjIj� Acrylic Topcoat - 40)4• .� s COMMERCIAL STRENGTH WELED STEEL PANEL ext a Bxu2/117 Bxn t PRE ASSEMBLED MONTAGE PLUS GENESIS 2/3/4-RAIL 1555 N.Mingo DR: RTM 1–SH. lof 1 SCALE: DO NOT SCALE "' (" r,; 11 �� ,qAMERISTAR® Tulsa,OK 74116 t — 1-888-333-3422 CK: MM Date 8/22/06 I REV: b www.ameristarfennce.com a 'Q V • V .- J Lu a O w � ®4 U <o� %0' Lu tn tY 5°) iii Q IL z h z Q ww i a w Q QZ UJ. W Q Z al uj CO T‹ it <0 Q a. I— ' -;17..::.\ q w z ' O t- ---= OC m • f ey t 1 N H 1— W ., W o, J 8 1\ I, J _ N I < U S - . U fi o Q CC a % iM W Q 'i Li,s `,teef v �s`�;,`.: -,:-.,,,,;.i,1,•-".4.+ . ,_ Witw in U i ' Iiit Ce to . .. ' f4 1I w L ' --•-•'• - i - 11 W LU i '� f.4 ri et z W° 0 �" . a ~ in 1 � , gW el,44,,..,' ._. _ ,�j(z j s 0 I Zr W w „�, 0 W N \- --I Z a Q')s, v• 7 IK a. W .1qt& rr 4:-.7-<;:7:- . 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