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', ', ,•. -', :" •: ; o2P c ' ! STORM DRAIN 3- .70 . `. t � 1 � _ ' INLET PROTECTIOf <- :,; ,.,,:. :.,', . _ 321.84 . 321.67 P � x .. ro _ {. .. �� --_ .-.-, .. PVC Gp x r. , >. ., a. - - i _ 327.78 . , .� -�. � y � � ,_ �r r z_P SWPP 1 -00 ' .,.. . - , ao l f N Y _ "., , 3 / , t N o J 327.88 _ ; ,,� 3 7.69 •. / x 2 0 �_. J \ I o x - / v v ti • m . ,,. . T C 317.19 _ .. o MATCH FF 328.Oo " / N . . . . . _ Y . >..k- "� _.. ' : _ v / EXISTING �s o .Y' AJ - o, 327.80 . - :._ Y- 327.70 ., • , . f . - - - .. . , . Y-.. 319.49 ,r,�1 / ,.. I , r i O mN324.40 -r : �_ _ - 3 -.. Y- Y •' - m . .. ,. , .' ,. -, ..i ... .. 323.74 i ,_ •. 319.62 -" 319.62 _ ,•::., 327 00 :. � / 319. m, \P1 - __ V, / � i [320``- ', - T/C=318.20 ` � o N J O 319.79 '•' , .. ., O J + , , Y . .. '.,Y . . „ .3 , _ F - -_ \ % �' V _I -, _. r - _ P - -,. .Y. � ,. � ,. �-> TC311.94 , _. i Y I , / - - I . ^� i / 0 . , L, / r 2 - _. _ •I �- . :. �F 320.00 3 3JE F,Re u,+E ,/ N r",' 321.00 `, .' ' • � ` • 31 9 -00 , I FIRE F'Ri t *45 FIRE IAW fpC .ME EAR£ / _ 322.00 � u■ u .- ., ,: I \ 323.00 . ••b�,. C. .,. . _ , . , \ = rl.. - T C 314.81 __ 324.00 ,i / 1 .. r l o / •:' . .r r.:' $-wcr � :e-wc e-Pwc B�avc -'J �� �. ' I , r r - +, •�� e. c "� / /' I 2% MAX 4 J.. n i Y. ti' O Y • , Y. . Y r . i ' 325.41 ' ., , : ' I e1p i j 325.50 c e g� 325 00 . ") / j , :.. . r .:: 4 o Op o / 0 0 -- ---� ---- , Y-; M 3, -- --- ------------- ------ �,". /' ------------------ ------ --- Y- , IR I / _- _ _ _ _ _ - - - - -- - - - / I .-.__. -___- --�- -. •_ r� _ ,ter: - ,3'•'Y7 gM _ . --- �f %.:: 18,00 --__ - Y, 3Md, 3NVY s 3NY 11 2 ; ...y- .Y-r323.40 . '�+:-r J _...-~-r-=_ �_- �� 33,Ad �3NYT3tR3 �. ",:: I , , .,Y.;: .. . - _ _ _ , I ._... -_ - -_ -I Ii 3Ntt 3 1A" 3NI.'11l3NY1 3-: "" :` 317.82 _ - _ ., -- _ __= 3Mi 3NY, „� 38td�'+ - - -,1 _-_ --=___ _-323 - IY �� : I �`-.Op__ _-_- w ``'_- . I � 323.58 - < ; _. 1, ,, .. - - f T C 315.36 v i _ tY N i' J •• i . ,. v � ''S.�' _ � T/C 312.35 .. ♦ , v. .. a -: ✓. ... •. .,i' :_-_. _• } _ �. •tir. I o �. . v_. _ .. .... ,. - p ": r ..- , r�`Y r Y 1" .OY •♦ �. K •ti . - t. , Y" 323.47 � � � • :.Y �ak ._.x . - �.- v, , L T .»,,,-- ., 5.`",'YaT n,�....::_-.,s' as > z J II. : _.. �I II 317.88 o M i u II 323♦58 323.32 I `n . I� �I - : '. 3112.12 I j �� _ ,/ II II -. _... - 9OS `'qae gas gas as gas gus. gas ____..._ 7Y 9 - 1 y gas . '. 8_pyC• MATCH °8 ____ i �\ EXISTING 1 4 = ' .. . ' , . > . ', - ICI ...,. U. Y i ;Y c 325.04 r i i .0 0' �� �� _ --_­ ,fkj� "? i , - 2�ml VLKJAR CHIT ARCHITECT VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com � CIVIL ENGINEER Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com I MEP ENGINEER Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com � STRUCTURAL ENGINEER Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 ••D SERVICE FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com irm - /19/14 � ... 0 F .. .. .cP *: -.* ................................... *. VERONICA J,B. MORGAN ...................................... ro%,p 77689 PJ:•� po .FG ��: ��, F' .� STD.•' \� � �SlONAL ENG + r , ISSUED: D146EMS 12 2 14 � REVISIONS Revision No. 10 9-30-2014 ENTIRE SHEET REVISE 20 10-6-2014 30 11-19-2014 ® 12-12-2014 Director Drawn By KRH Designer Quality Control JBE CJJ Proj. Arch. MEF PROJECT • 1405.00 SHEET TITLE SITE GRADING & SWPPP • C2mO2 COPYRIGHTO 2014 VLK A' � ^ . ' / " ' � � �� � / / DRAIN ' �'~'^~ INLET PROTECTION� SVVPP1 —OO � � � � � = � � | =° | � � � � � � � � = EX STING � � � � � 41 � � � = � � � � STORM WATER� POLLUTION PREVENTION PLAN GENERAL NOTES � 329.0 � � GENERAL � � 1 All contractor vehicles,including emp| ' vehicles,shall pork within the N� adjacent-Wo project site to minimize traffic on the public streets -_entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired =°1/19/14 to original condition prior to completion of project. � | 2� Contractors ohoU ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project oiteoocu�u|taonodjocantstroea' e0000, * - contractor ahoU immediately clean those areas.VERONICA J.B. MORGAN 0� � 3. Contractor oho|| place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and 77689 entering the drainage system. — � 4. |f required on the p|onn' the contractor oho|| maintain o vehicle *oah down oreo of 0� sufficient size and in o location to facilitate cleaning his vehicles phor to leaving the work site.0 F'FrLAN, JAW � MAX � 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fnnceo, rook check dams, etc.) 0� � 0. Structural controls nho|| be installed as noon after clearing as practical and 0� maintained in good working order until the site in stabilized.REVISIONS � / ~ ' 7. Alternate structural controls may be utilized if approved by Engineer.Revision No. / 8. The contractor oho|| comply with the TCEO STORM WATER DISCHARGE PROGRAM andA19-30-2014 ENTIRE SHEET REVIS[ — | in responsible for completing and filing the appropriate forms. 0� /10-6-2014 svlDirector Drawn By Designer Quality Control MATCH Proj. Arch. ~~~~-----------------------r'' SILT FENCE ASSEMBLY / SVYPP1-03 / / , � / ' 0 /-'-' ' ~ ' / / / / / � / / / / / ' / | / / > / / / / / | / , | ' . � ���8� ���� U��^K��� K�K� SITE GRADING ~� �~� U N� U x°~v �~�U U �� K~o U �UU��K~o ~~~ " " °~~ .��" ~° °°�' " " ~ `�- �� ���������� �� ����������� r� 14 Is El O 1 00 'W! I11111111100I r QI <0 �� 19.98' 0.00' 12.50' 14.60' 20.00' I 20.00' 12.61 o ( I In N N + : M_, gay. J J" .';i, Y :k f Y L °��r+.r1 r f y'^ ,t ! F •y J F'� `;;. 13.71 �r:SY..i`l •a.. t.i' :s4=t`q';'ti�itjao'','r... +.l,s (ti ''_, Y;'...r $." i Y.It+... F' F jY: -. •! �f. .' j, + 00 ,:tit: ✓ti, ` ^C}�f• Kin., .4+'^C'"'''GJ.''s` '•"'t`,f :; `�-+''":T+la. f •YtL' � r+ir.• � t• •rit !\,41t '} a. •�'at' w. • ,fi :}+;.,°i:`,•F.'T. �•w .?f.,i yn��• ^:w ,•';":. •{+^A7�':.,:W`. }p •': <'•i'•`:t."r�'s�i '•SC_ f.. z• d -»•�,' car,-{ x• r +a _ti .> _s ___. -_ . ........... _ ._._ ......... _...._..._. __........... _._ m• .T�:.', t, is a++ •i•• x' + F :.J..A. W ' e+, Cl Y vTc •� 1� f �'C a w •• F. �. � > r - - - - I• ••r K f 0 0 0 15.00' ( IJ 15.00' - 11.8B' 3: }...._ ...... ........... .00 r w 73_00' I cc / t o E j 04CD _ .00 o 0 ry / 73,spt 73 00' I N / � o/ Crr 1-11Pli _ 0 o k $ / 17.33' 20.03'• 12.63' OT 00 N a`t • ° — t .r �ti � ifi< � yr s • �''• •aa. � „:; g,i y.� ,i. ti � .tt. iyY.. ,•, h ir".. "s dtw .. .... ,•_'. ... .;?_'_t ♦ sr. a'.0 .:rx..�.x,. :•t ••:.".t',.+r'. i.._.. +-....- .".�'=:'o ri `� �. '\ .._•;�.' `r.x. ".: }',. 2 PAVING NOTES: 1. SUBGRADE SHALL BE TREATED AND COMPACTED TO A MINIMUM OF 95 SMOOTH DOWEL BAR, See detail PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE E J ,•,Y � I SEAL W EXPANSION JOINT MATERIAL " t • � / for diameter, length and spacing (GREENSTREAK G-SEAL 626 OR APPROVED EQUAL) (3/4"x18' ®12" O.C. for curbs & concrete pvmt. MOISTURE/DENSITY RELATION (ASTM D1557) AT+1 TO+3 PERCENTABOV Install per Manufacturer Specification 3/4" (1/2"x18" ® 12" O.C. for sidewalk) OPTIMUM MOISTURE CONTENT. BACKER ROD 1 2. PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER DETAILS AS 1 SHOWN. CONTRACTION JOINTS SHALL BE INSTALLED BETWEEN 2 AND 6 f, LEGEND 15.10' 15.09' CENTER IN SLAB x%Lrt I \� tMi t {•�'; I See Pavement HOURS OF CONCRETE PLACEMENT AS CONCRETE CURING ALLOWS. AN i - 3 , 00 e 1 t., M,0'- coI oo Detail FIRST POUR SECOND POUR EARLY ENTRY SAW IS PREFERRED. � I- 3" LONG METAL OR PLASTIC 3. SIDEWALK EXPANSION JOINTS SHALL BE PLACED AS SHOWN ON PLANS, AT CEREMA FLEXIBLE FOAM 6" ALL CHANGES IN GEOMETRY, OR AT A 60' MAXIMUM SPACING. EXPANSION JOINT FILLER I CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN EXPANSION JOINTS SHALL BE INSTALLED PER DETAIL. NOTE: DIAMETER OF DOWEL BAR 4. ISOLATION JOINTS SHALL BE PLACED AT ALL IN -PAVEMENT OBJECTS 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE INCLUDING INLETS, LIGHT POLE FOOTINGS AND CLEANOUTS. CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF #3 Rebor 0 12" Centers THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. Centered Within 4" Concrete 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE (3500 psi) SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. Backfill Wood Float Finish Backfill 3. GREENSTREAK G-SEAL 626 MODIFIED PVC MATERIAL AND CERAMAR FLEXIBLE FOAM IS THE PREFERRED MATERIAL FOR THE EXPANSION JOINT. -III-III-I 4" Thick Concrete - "' p E" INSTALL PER MANUFACTURERS RECOMMENDATIONS. _-- III-1I=III-11 R K #� EXPANSION JOINT III-1 I I -I 11=1 (60' MAX. SPACING UNLESS 2" CEMENT STABILIZED SAND Prepared Subgrade OTHERWISE INDICATED IN PLANS) OR LIME STABILIZED SUBGRADE pp*� �a III ���9 SEAL W/ EXPANSION JOINT MATERIAL Contraction Joints ® 5' o.c. / T:. 9 J� Tr:� 2 \ ,� �-� -- (SONOBORN SL-1 OR APPROVED EQUAL) J NOTE: Install per Manufacture's Specifications STANDARD CONCRETE SIDEWALK DETAIL o -ALL DIMENSIONS ON THIS PLAN Min. Depth = T/4 r 1/8' to 3/16" NTS % ARE TO FACE OF CURB 1-1/2" for Sidewalks 3' 6" See Pavement / 1 Paving Plan Notes: Detail �O \ 1. An expansion joint shall be located where site concrete 9 6(sidewalk, driveway, firelane, etc.) is placed adjacent to any LONGITUDINAL °' #4 Bars @ 15" O.C.E.W. 7• 9• \ O+ � ,,•- building. REINFORCEMENT �; 2. An expansion joint shall be located where site concrete (See Detail) 6ti ��i g0 (sidewalk, driveway, firelane, etc.) is connected to any public 5" 4000 PSI Concrete -' facility (curb, apron, sidewalk, etc.) CONTRACTION JOINT 1 9, O ` o 3. Contraction Joints shall be sealed per the detail. �J o 5\ �tLESS � \ 1g95 OTHERWISE I. SPACING N PLANS) A\ \�� ,�V� 6" Lime \ \ \i Q o i 7 so _ 8 3„ 17.86 I I p5 1/4" WIDE x 1" DEEP GROOVE METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL • W/ FORMED GROOVE (SONOBORN SL-1 SEALANT EDGE ROUNDED TO OR APPROVED EQUAL) 1/4" RADIUS 15" MIN.LLATERAL REINFORCEMENT LAP (SEE PAVEMENT TYPICAL SECTIONS) r- • • • • See Pavement Detail i �+ FACE OF BUILDING; REF. ARCH. DWG. CONCRETE MOW BAND: REF. PAVEMENT PLAN FOR CONTROL AND EXPANSION JOINT LAYOUT M BROOM SEE GRADING FINISH PLAN FOR PROP. #3 REBAR ELEVATION @ 18" O.C. (6" B.F.F. TYP.) DOWELED EXPANSION 1„ �- \ JOINT LAWN e ° d a' a 6" 2" I= — — a COMPACTED `=` _` �'i „—` ; , - SUBGRADE- 95% STD. 2-#3 REBAR 2 I DENSITY HORIZ. CONT. 36" 3' MOW STRIP NTS FILENAME MowBand.dwg PLOTTED: 07 Mar 2014 — 2:56 pm VARIES (see plan) Construction 4" Thick (Min.) Rein. Existing cold joint 12" -1.5% Concrete Sidewalk 2" Clear min. Street/ Cross s Slope � (SEE NOTE) Driveway -2% (MAX) Field , Bend a • • • ;: :• 4" (MIN) I-- 8" min. ► / / !j/\/ f�'�j///i / / //j�//j '���i. #3 ® 12" O.C.B.W. I or /, // / /// ,/, 2" Clear Cover 2" Lime stabilized sub -base or cement #4 x 18" ® 12" O.C. Drill and stabilized sand (This Item shall included 4" Grout into curb (8" min. depth) in the cost of the sidewalk) CONCRETE SIDEWALK NEXT TO CURB Wm IT , • #4 Bars TYPE 5 MOUNTABLE CURB & GUTTER SEC770N NTS FILENAME: types—curb.dwg PLOTTED: 28 Jon 2008 — 2:23 pm i New Concrete I Existing Concrete Proposed Reinforcement See Detail Match thickness to existing concrete Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) (Epoxy per TxDot 5016) d. e. - d CONNECT TO EXISTING CONCRETE DETAIL NTS nLENAME: connect—exist—Concrete.dwg PLOTTED: 14 Oct 2004 — 2:04 pm SECOND POUR FIRST POUR REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE mT — a u , .+ TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS FILENAME type3—curb.dwg PLOTTED: 04 Sep 2014 — 11:00 am \\ / I IStabilized Subgrade STANDARD CONCRETE PAVEMENT DETAIL NTS 4000 PSI Concrete V� 6" Lime \ Stabilized Subgrade, HEAVY DUTY CONCRETE PAVEMENT DETAIL NTS Limit of Pavement Concrete for Asphalt Pavement Edge of Existing Pavement 1 " Type D HMAC 2' Type B HMAC "" Reinforced 6" Base Concrete 8" LSSB 6" LSSB / 2\/ ii Earth ASPHALT CONNECTION TO CONCRETE PAVEMENT nLENAME: conn�s phalt—conc.dwg PLOTTED: 21 Oct 2D02 — 4:02 pm Ail- ' A&i& VLKIARCHITECTS VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston Texas 77070 Main Phone: 281.671.2300 www.v lkarchitects.com rchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchelIandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com ISSUED: D9tEMOM 12, 2014 Revision No. 10 9-30-2014 0 10-6-2014 30 11-19-2014 ® 12-12-2014 Director Drawn By KRH Designer Quality Control JBE CJJ Proj. Arch. MEF 1405.00 PAVING PLAN C3001 . . . ................. ............................ ---- ------- ... ......... ... ....... ................. ... ................... E M n WI E Ic '0 C TI ATI sD E I IL . . . ANOTE Contractor must coordinate all private sanitary sewer service work to Scheduling of service outage and location of new with property owner prior service line must be ----------- GEORGE BUSH DRIVE . .....I. . .. ... -3"x45 construction. coordinated with property owner. Contractor must install solid sod in areas of disturbance PVC BEND and install temporary irrigation once work is completed. Contractor is responsible for . ......... ........ .. . NEW STORM assuring grass is watered regularly until grass is established. Once established the DRAIN PIPE temporary irrigation system may be removed. . . ....................................... . ...... . .. ... . ............ ..... .. ............. . . . ... . ..... . . . .... . .................................... EX. 4" GAS MAIN FIRE FIRF I IjF FIFE L E V L K I ARCH I T E C T S EX. 4" GAS MAIN V . ........... . 2-6 x45' .. ....................... . .. ........... ......... ...... . . .... WL-1 STA 10+15.00 CONNECT TO EX. 16" WL Agricultural and I PROP. 1- 1 6"x8" M.J. TAPPING SLEEVE (part of) 122E College of 1 15' 1-8" M.J. G.V. & BOX Vol. M, Pg. P.U.E 16 F/L= 326.06 (APPROX) - F/L= -1 AL F7 8 326.39 r-3N�3�fll-�iW I�J-Wn3tU- M.J. Dr -Nu U u NEW SAN. NEW WATER LINE L ..... ... .. .... SEWER ARCHITECT LINE PROP. 15 VILK Architects, Inc. P.U.E E 55.57 L.F. OF 6" PVC (DR14-AWWA Aqvi 3su aNy, 3du Xyl M" 3N11 3174--77" Z7- W11 3M.4 -=W11; WU --�Vl M=- HU C-900) FOR FIRE LINE 7915 F.M. 1960 West, Suite 214 EXISTING 4" NLW ULLAN� N I b '(S'DR26-ASTM D3034) 'U I SANITARY SEWER EXISTING 4" 29.00 GROUT FILL AND ABANDON IN C/O TCP=3 SERVICE @ -1.04% SLOPE MINIMUM PLACE 134 L.F. OF EX. 4" SANITARY 6" FL=320.9 SAN. SEWER SERVICE SEWER SERVI�pw 11 # NEW CLEANOUT NOTE: REFER TO M.E.P. DRAWINGS FOR ALL TELECOMMUNICATIONS AND NOUT 11.76 L.F. OF 6" PVC 0 FIBER OPTIC CONDUIT PLACEMENT ON THIS SITE. V WIT _0E- C/O TOP=329.61 (SDR26-ASTM D3034) EX 4" S.S. TO BE - --I ___J GROUT FILL AND •L 6" FI -3 @ -1.06% SLOPE ABANDONED IN 4: PLACE EX. 3 PROVIDE CONCRETE PAD FOR GAS EXISTING EX. MAIN INTERSECT EX. 4' NEW CLEANOUT CLEANOUT RELOCATION OF EX. UTILITY WYE WITH N (3 Fr. M IN. COVER) EXISTING PRIVATE 4" SANITARY CLEANOUT SANITARY SEWER SERVICE TRANSFORMER SERVING BARBARA .. ...... SEWER BUSH, PARENT CENTER NEW ELECTR�CAL POWER PULE in.i;: feet '3 Fi. WN. COVER) (APPROX.LOCATION) PUBLIC PROPOSED OVERHEAD LINE EXis-n 22.50 L.F. OF 4" PVC 22.50 L.F. OF 4" PVC NEW 3" GAS SERVICE FEED TO BARBARA BUSH PARENT Bul - ING (SDR26 ASTM D3034) (SDR26-ASTM D3034) FOR PROP MAIN PROP. TEM NEW 3 GAS AND METER BY GAS SERVICE BY @ - -32.93% SLOPE 103 LEE CENTER (BY OTHERS) 15' TO REMAIN tinn 101.7 L.F.OF 6" PVC 27.35% SLOPE @ COMPANY P.U.E CONTRACTOR DURING ca INTERCEPT EXISTING CONSTRUCTION: (SDR26-ASTM D3034) TWO WAY CLEANOUT AVE ELECTRICAL UNDERGROUND OF NEW @ -1.06% SLOPE TWO WAY CLEANOUT TWO WAY CLEANOUT -GAS -3 3- GAS 3 CONDUIT AND PROVIDE UTILITIES C/O TOP=325.30 C/O TOP=325.31 C/O TOP=325.30 " i i / ; 4 -- I , , X I 1 4 FL=322.50 FRE LANE 2-4" ELEC. CONDUITS TO I 'I', � / 4" FL=322.50 4" FL=322.50 EX 4" S.S. TO BE 23.05 L.F. OF 4" PVC NEW TRANSFORMER PAD. SEE INSET "A" CLEANOUT GROUT FILL AND SEE ELCTRICAL RISER NEW (SDR26-ASTM D3034) ABANDONED IN 77-\ C/O TOP=320.54 GENERAL CONSTRUCTION NOTES: %DIAGRAM ON SHEET WATER SERVICE & WL-1 STA 11+68.73 EP901 FOR @ -25.28% SLOPE 1. It shall be the responsibility of the Contractor to verifythe exact location of ALL existing underground utilities. 1-8"x45* M.J. BEND \ FIff, LINE. SEE INSET 6" FL=312.62 Z PLACE CONTINUATION OF 1-8"xl 1.25' M.J. BEND CONNE T EXISTING NEW CLEANOUT Furthermore, the Contractor shall contact all utility company y ' FOR SANITARY representatives a minimum of 48 hours in advance of an 00 ELECTRICAL CONDUIT B 8- F/L= 327.57 N, SEWER SERVICE C/O TOP=327.27 NEW CLEANOUT EXISTING 6" excavation. LINES NEW FROM SECONDARY \SEWER INFORMATION C/o TOP=327.27 tn 6" FL-319 73 PUBLIC ENCLOSURE TO MAIN 0. Contact Dig Tess @ 1-800-344-8377 SEWER ILINE (4 6" FL=31 6.87 SANITARY SWITCHGEAR (MSB) -7 6-SS PROP. N, SEWER LINE b. Contact Luis Cisneros @ ATMOS 774-2506 1 CONN El �TIONS) EX. R_ 15' N, .............................. ........ . ..... GAS LINE 11-4Z 6-SS C. Contact Dan Augsburge U . ..... r 0 Suddenlink 846-2229 P. E STORM DRAI -5770 d Contact Greg Burkhalter @ BTU 821 fa..-I-3+3G.03, PRIVATE s e. Contact Mitchell Gas @ 779-4460 -1 STA 12+88.80 WL VL=,322.72 80.99 L.F. OF 6" PVC 83.43 L.F. OF 6" PVC SEWER '"11 R 61.95 L.F. OF 6" PVC LINE f. Contact Union Pacific Resources 0 778-8525 01 1 -8" GV & BOX 1AW 11K__ -ASTM D3034 SDR26-ASTM 4 FISTING MANHOLE 8" F/L= 321.77 WL-1 STA 14+10.71 (SDR26 NEW CLEANOUT (SDR26-ASTM D3034) g. Contact Richard Wallace @ Verizon 821-4752 8& WATERLINE NK-1jr END 8" WL WITH 0 -1.06% SLOPE C/O TOP=324.24 0 -4.07% SLOPE @ -4.07% SLOPE 59.51 L.F. OF 6" PV _,0o00'_ TOP M/H = 312.50 6-SS 6-SS 6" FL=316.01 (SDR26-ASTM D3034) 4" FL IN =307.74 (GROUT) h. Contact Gilbert Martinez @ CSU (ELectrical) 764-6255 8- PVC (DR14 - AWWA C-900) _SS 1 -8"x6" M.J. REDUCER 6- FL IN =307.68 (PROP) i. Contact Butch Willis 0 CSU Water Wastewater 764-3660 .......... 5" D Maw= SEE DE7AIL SHEET FOR EMBEDMENT ........... ....... @ -4.07% SLOPE 1-FIRE HYDRANT ASSEMBLY NEW CLEANOUT 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Sta.= .1 35,23, 8" FL=322.38 29.54 L.F. OF 6" PVC 6" FL OUT =307.34 (EX) 61 C/O TOP=315.47 F/Lw�� 32 -ASTM D3034) Allk r (SDR26 Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design / .4; �, � 6" FL=310.10 01 -1.06% SLOPE Zh WL-1 STA 13+33.62 Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated _J PROVIDE CONCRETE PAD FOR 1-8"x11.25* M.J. BEN C with the City of C.S. City Engineer. UTILITY TRANSFORMER. EXISTING 1-8"x22.5' M.J. BEND I F/L= 320.7 TRANSFORMER TO BE PROVIDED 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from 4 TEMPORARY 118 4 ISTING BUILDING E_QQNDARI�_ BY CITY OF COLLEGE STATION Ir the City Engineer for any substitution prior to Construction. Requests for changes should include product information and i 4" R71 Lli TO REMAIN 41, ELECTRICAL DEPARTMENT I ENCLOSURE an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing . ...... TO P�OPO D 4' i DURING (SEE DETAIL ON I I! INTERCEPT EXISTING CONSTRUCTION LI S SHEET EP701) ELECTRICAL UNDERGROUND changes and redesigning based on contractors requests. OF NEW UTILITIES- 1' CONDUIT AND PROVIDE 2-4" 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all , I I I J, V) WL-1 STA 13+92.80 1z ELEC. CONDUITS TO NEW EXISTING federal, state and local regulations. 1 -8"x4" M.J. TEE 1 @ TRANSFORMER PAD. -4" GV & BOX TRANSFORMER 1 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due 8" F/L= 322-03 TO REMAIN IN PROVIDE FOUR PARALLEL PLACE RUNS WITH AMPACITY OF _J to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall - r-8 - `41 11/2 TIMES THE AMP WL-1 STA 13+96.78 0 extend 5' beyond the curb lines of all streets, alleys and parking areas. 1-8%6" M.J. TEE RATINGS OF THE UTILITY 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction 1 -6" GV & BOX* TRANSFORMER PLUS TWO MORE SPARE CONDUITS. activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and •8" F/L= 322.11 ...................................................... (SEE ELCTRICAL RAISER procedures with the City of C.S. Electrical Division. EXISTING DIAGRAM ON SHEETEP901) 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is UNDERGROUND ------------- ELECTRIC LINES 'E V14 E 0 used. All materials and equipment shall be both furnished and installed unless otherwise noted. REV4 (APPROX. LOCATION) f 8. The Contractor must provide construction staking from the information provide on these plans. *FIRE SUPPRESSION ISOLATION VALVE- FIRE SUPPRESSION LINES SHALL HAVE A A, ---- 9. All soil exposed by construction shall receive cellulose fibermulch seeding unless specified otherwise on the plans. ----- LOCKABLE, TRAFFIC RATED LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL00900m, �_It* 10. Trenches may be left open overnight if properly barricaded. SUPPLY THE SAME PROTECTION AS THE AMP OR USA LL562 LOCKING LID AT A k� MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not 0 UTILITIES DIRECTOR OR HIS/HER DESIGNEE. lf,tl� F�Ek separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. COLLE 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location 3�4 A -*4 ENGINIF of existing facilities. 61 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. 15. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a minimum supply PARTIAL SITE protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College Station Utilities Director or his/her designee. 16. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. NEW CLEANOUT *7 17. All storm sewer and sanitary sewer being constructed with this site plan is private. TWO WAY CLEANOUT TOP=327.27 %C/O TOP=327.93 18. All clumpster enclosures shall be 12'x12' interior clear space with no obstructions. L-119 73 4" FL=322 66 340 338 336 334 332 330 328 326 324 322 320 318 316 314 319 L.F. OF STRUCTURAL iBACKFILL 25 L.F. ISTRUCTURAL]ar BACKFILL 8 WATERLINE OWL-1 EXISTING 8- PVC (DR14 - AWWA C-900) WL-1 STA 14+10.71 GRADES END 8" WL WITH _J SEE DETAIL SHEET FOR EMBEDMENT EXISTING 1 -8"x6" M.J. REDUCER GRADES 1-FIRE HYDRANT ASSEMBLY 8" FL=322.38 FINAL GRADES Deflect Water Line L 40 VERTICAL CURVE 4" SAN. SEWER Rb =658.42 SERV. (PRIVATE) Rb Minimum=400 8" GATE Sta. =10+64.88,\ High Pt. Sta. 11+11.24 VALVE F/L= 330.38 High Pt. Elev. =329.01 140 ,Qeflect Water Line FINAL VERTICAL CURVE GRADES G1 -4.828%, G2 = 2.752% FINAL Rb =527.68 GRADES 409, 8" GATE Rb Minimum=400 Sta. 13+24.55 Low Pt. Elev. =320.65 EX. J 16": WL LO I.- _4830t- ................. 4" STORM DRAIN Sta: = 13+ 30.03, F/1=322.72 15": STORM DRAIN Sta 13+35.23, F/�== 322.48 WL-1 STA 10+15.00 CONNECT TO EX. 16" WL . . . ........ vn% 1-16"x8" M.J. TAPPING SLEEVE 1-8" M.J. G.V. & BOX WL-1 STA 13+96.78 16- F/L= 326.06 (APPROX) j 1-8"x6" M.J. TEE 8- F/L= 326.39 WL-1 STA 12+88.80 1-6" GV & BOX* . ...... 1 -8" GV & Box ................. . .......... 8" F/L= 322.11 8" F/L= 321.77 4" SAN. SEWER ST A 1,3+92.80 WL-1 STA 13+33.62 SERV. (PRIVATE 1 8 X4M.J. TEE 1-8"x11.25* M.J. BEND Sta. =13+58.09" , 1-4GV & BOX 1-8"x22.5' M.J. BEND F/L=319.40 8 F L= 322.03 8" F/L= 320.74 (APPROX) 1 ko to j n 00 Co r, 1`1 (0 M 0 04 04 M04 C4 n n MM04 rN _J U- _J _J _J U_ U_ _J U- _J U_ _J LL_ _J U_ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 WL-1 PLAN & PROFILE H: V: 1 1 "=30' "= 3' I LL_ 14+00 340 338 336 334 332 330 328 326 324 322 320 318 316 314 14+50 4<1 7 Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone- 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone- 713.784.3212 www.fcadesign.com ISSUED: D Revision No. 9-30-2014 20 10-6-2014 A3 11-19-2014 ® 12-12-2014 Director Drawn By KRH Designer Quality Control JIBE Cii Proi. Arch. MEF 1405.00 SITE UTILITY C4.01 ... ......... ........... ............ - _- _ _................ - EX. 4" GAS MAIN EX. 4" GAS MAIN Detention 324 320 FT] Q 316 0 / 39� IC1fIl,1 Pond Syste m 328 - Sta.=0+01.50, rn Junction Box T/Box=321.75 SEE MEP PLANS FOR 12" _ II FLOWLINE INTO JBOX 15" Out FL= 314.27 0 /3\ 0 II N E 0 -� 29.71 LF of 48" - ^ '� HDPE ®—0.500% L 0 0 �o o o_ N En o -- 26.24 LF of 15" PVC ®—2.130% 78.24 LF of 12" PVC ®—0.500% II II LL II L _ O ! N -7 + + + o 0 ----� _ _o _o -- Cis 6 0 v_ L� v_ 00 00 00 10 01 O� cD c0 N N ,4� �t u7 u7 r- r, O O to Ln OD 00 .4 4 N N 00 00 L6Lc� M r') N N N N N N 0+00 1 +00 324 320 .0 316 Q� 312 304 1 l l • i+oo \� 74L14 S\ F/L=310.97 / 12-PVc ta.=0+01.50 Detention Structure Notes: 1. Detention structure requires the functional equivalent of 200 L.F. of 48" Pipe plus 30 L.F. of 48" Header Pipe. This structure maybe constructed using HDPE or Aluminized Steel. All joints shall be water tight. 2. Detention structure embedment shall be specified and sealed by manufacturer's representative. 3. The Header Pipe may be constructed as a junction box or cast concrete header box. The concrete structure will require 8" thick top and bottom and 6" thick walls. All concrete shall be reinforce with #4 bars at 6" on center. Jointing details must be approved by the engineer prior to construction. No access opening is required in the box (this function is served by the grate inlet.) 4. The Grate Inlet functions as an overflow should the outlet orifice become clogged. The Grate Inlet shall have a S'x5' grate set such that the top elevation is 317.97. The box shall meet the requirements of a Junction box per the BCS United Standards. The outlet orifice shall consist of a 1/4" thick steel plate with a 6" x5" rectangular orifice opening. The plate shall be galvanized and bolted into place over the 12" outlet pipe. CAUTION!! FIELD VERIFY OTHER / UTILITIES IN AREA. NO VLK Architects, Inc. l TOPOGRAPHIC INFORMATION WAS 63.3 SY ROCK RIPRAP ` i rw PROVIDED IN THIS AREA. 18" NOMINAL SIZE lJ 7915 F.M. 1960 West, Suite 214 1 Houston, Texas 77070 Q \J Main Phone: 281.671.2300 ` www.vikarchitects.com xtend 30" RCP to Creek with CIVIL ENGINEER 30"x4:1 SET. Open Cut and repair existing Holik Street. (Note: Mitchell & Morgan, LLP Existing utilites along this route are currently unknown) TBPE NO F-1443 5.47 3204 Earl Rudder Fwy S. � 12(APPROX) College Station, Texas 77845 305.94 Main Phone: 979.260.6963 :=296.93 www.mitchellandmorgan.com INLET SIZING Inlet ID Inlet Selected* Top of Grate 1-1 V-5724-1(EJ I W) 327.15 1-2 V-5726 (EJIW) 326.00 1-3 V-5712-ADA (EJIW) 327.01 1-5 V-5712 (EJIW) 326.56 1-6 V-5712 (EJIW) 324.74 1-8 V-5712 (EJIW) 324.96 1-9 V-5712 (EJIW) 324.56 1-10 V-5712 (EJIW) 315.32 1-11 10' Curb Inlet - 1-12 V-5712 (EJIW) 318.02 *or approved equal KF=VIEV.VF0 FC i 1� C i82014 � ENGINEERING Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com r�rrn �r—i•r•+,� 11/19/14 ...................................... VERONICA J.B. MORGAN ...................................... �'• 77689 Q / S T E1?; *' FS ' •......L .•E ONAG� S�N ISSUED: DKEM$�_R 12, 2014 Revision No. 11 9-30-2014 320 O 0 10-6-2014 " — Q 11-19-2014 0 ® 12-12-2014 316 Director Drawn By W KRH Designer Quality Control JIBE CJJ 312 Proj. Arch. MEF 1405.00 Storm Drain & Underground Detention Plan C5001 tMAL CURB LINE WHEN VERSE SLOPE RECESSED INLET GENERAL NOTES: B" CONCRGLITTETE 4' 1. BASE THICKNESS AND FOUNDATION S" ( - - SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE 6" 24' ?cELREM FLowLptE THICKNESS 6- 3'-6- DEPRESSED, i 0-12----------- 8" GUTTER SLOPE ,....;_. M. 12AND OVER -------- .12" � I 2. DEPTHS GREATER THAN 12' WILL • -- I ? I REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. SEMOATAA 61TYP. in.5'-0" EXTENSION � -- _-------- s-rn. -�---- I p. I 13 RADIUS 6 / f 13' RADIUS - - / i 2'-0 i ORMAL FACE OF CURB 2'-0" WARP PAVEMENT SURFACE TO THROAT OF INLET SEE 04-01 SEE Di-05 PLAN VIEW TOP OF CURB Tpp SRS 6" O.C.E W. SATNDD. F� IRON MANHOLE COVER 6-------- B'TYP. I NORMAL GUTTER LINE �= . �. /' G +, )+ �` •.,y DEPRESSED GUTTER #4 BARS 12" O.C.E.W. �� _:_ _�4. -:-:� LINE sLDi4B ALLs & BorroM EXTENSION -c6- TYP. #4 BARS 12" O.C.E.W. INVERT SHAPING SIDEWALLS & BOTTOM CONCRETE FILL SLAB (SEE NOTES 1 & 2) ELEVATION 6' SECTIOAT B B 28-DAY CONCRETE STRENGTH = 3000 psi SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION DATE DETAL N0. CITY OF BRYAN BIOS UNIFIED CLYOFCoLFGF SxA17oN 7iec dr�r�stf AUG. 2012 STANDARD DETAIL D1-00 STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, ORIVEWAYS,AND PARKING ARW) AND SHALL EXTEND T BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IN W4-02) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO.1 IN W4-02) STRUCTURAL BACKFILL AREA FOR DRAINAGE PIPE DATE DETAIL 10. IF RYAB/CS UNIFIED CrTY OF BRYAN TY OAUG. 2012 STANDARD DETAIL D3-02 BIC CITY of Coumx STATION A -------- 0❑❑❑D❑L-------- A .❑❑❑❑❑❑� ❑❑❑❑o❑ ----------ADD❑❑❑D L- - - - - - - - - -I GRATE SHALL BE BICYCLE PROOF. PEDESTRIAN GRATES SHALL BE INSTALLED IN SIDEWALK AREA. PLAl''1T #4 BARS 12" O.C.E.W. 04 BAR8 6' O.C.E.W. SIDE WALLS TOP SLAB 6" TOP SLAB O.D. + 8" MIN. - I I .-r 8" BOTTOM SLAB - 6" SIDE WALLS #4 BARS 8" O.CX-W. BOTTOM SLAB (SEE NOTES 1 & 2) SF,MOAT A -A GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE tM6i1>l.7DF FLM1UNE THICKNESS 28AAY CONCRETE STRENGTH = 3000 psi TTOO 0 -12 - - - - - - - - - - - - - - S" 12A14DOVER ----------- 12' 2. DEPTHS GREATER THAN I WILL REQUIRE BA AS TS OF REINFORCING STEEL IN THE SINGLE GRATE INLET DATE J(`,$ UNIFIED DETAIL N0. B C IY OF BRY.��T AUG. 2012 �� Coutx a SzuxT. 7s�Garr�, r� ae; STANDARD DETAIL D1-01 ORIGINAL GROUND OR BOTTOM OF SUB -GRADE 2" MIN. PIPE O.D. 8 -- (4"PIIP�E BELL) R THE TRENCH BOTTOM A SHALL BE GRADED SO PIPE AS TO PROVIDE UNIFORM O.D. AND CONTINOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. 8' MINJ12" MAX. SELECT MATERIAL: MATERIAL EXCAVATED FROM THE DITCH, [WHICH IS FREE OF ROCKS LUMPS CLODS, OR DEBRIS LARGER THAN Sb (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. EASEMENTSS). AND TO A MINIMUM OF 98% OF MAXIMUM DEENNSI AS DETERMINED BY ASTM DM STANDAMUMRD) TO +T A MOISTURE CONTENT WIT 4% OF OPTIMUM UNDER NEWH HSTREETOPTI AREAS AND STREETS TO BE RECONSTRUCTED. COMPACTED CEMENT STABILIZED SAND,1-112 SACKICY PUGMILL ONLY), SPADE BY LIFTS INTO PLACE TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. * PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PIPE 193PE PIPE M NOTTO BE USED UNDER PUBLIC STREET PAVEMENT. CEMENT STABILIZED SAND AS A MINIMUM WILL ALWAYS BE REQUIRED. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE 1 . Y DATE AUG.TAIL N0. C�'I'] OF BRYAN 2012 �S UNIFIED ����'-�ST�x ,.<r ,I,. STANDARD DETAIL D3-03 Gir RON MANHOLE I FRAME (30" DIA.) PLAN 28-DAY CONCRETE STRENGTT = 3000 psi O.D. + 6" MIN. #4 BARS,12" O.C.E.W. 6" TOP SLAB SIDE WALLS I _ I I ' GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION r SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE 3" MIN. EACH SIDE 8" BOTTOM SLAB IMEA" �F E DOMFLOWUNE THICKNESS 6" SIDE WALLS TOFlWLL #4 BARS, 8" O.C.E.W. 0-12-------------- 8' BOTTOM SLAB 12 AND OVER _ _ _ - - - - - - - _12" (SEE NOTES i & 2) 2. DEPTHS GREATER THAN 12• WILL REQUIRE SECTIONA A 2 MATS OF REINFORCING STEEL IN THE BASE. STORM SEWER JUNCTION BOX DATE DETAIL NO. B/CS UNIFIED GYrYoFCoL=LSrAnoN CTI'Y OF BRYAN AUG. 2012 STANDARD DETAIL D7-02 73e lfmdLl�7m.S. 1I MACHINED SURFACE 3-13/16" 32"DIA 1- 2-7M 6" 7/8" 2.7/8' R 1-314" 1" DIA X 4" LG F3!? H.R.S. ROD COVER SECTION PIChBAR DETAIL 33-1/4" DIA 32-3M8" DIA 'Tr -'"I 1/4" DIA NEOPRENE GASKET 4-112" VIAZIM 7116 2-9M8"� 30" DIA 5/16" 33-15/18" DIA u u 40-3/4' DIA FRAW S=ON B07TOM VIEW NOTE: OF COVFR STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. d9\ nW-WO AOQ 1-1/2" LETTERING LETTERING STYLE BOOKMAN OLD ST RECESSED FLUSH 1-1/2" LETTERING LETTERING STYLE: PLANBOOKMAN OLD STYLE VZAW RECESSED FLUSH STORM SEWER MANHOLE RING AND COVER 32" DIA. DUCTILE IRON V-1432-3 DATE DETAIL N0. B/CS UNIFIED Qrrsr of CouEc>e S`rAZTON CTTY OF MY" AUG. 2012 STANDARD DETAIL W4 ft 7ALG_ddAE,T S¢t. PLAIN 6" TOP SLAB-� 04 BARs,12" O.C.E.W SIDEWALLS 8" BOTTOM WALLS - IN STREETS 28-DAY CONCRETE STRENGTH 3000psi 6" SIDE GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE IIMEA6URED FROM FLOYAME THICKNESS TO FRUL GRADE) 0-12-------------- 8' 12AND OVER ----------- 12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 0 GRATE SHALL BE BICYCLE PROOF. PEDESTRIAN GRATES SHALL BE INSTALLED IN SIDEWALK AREA. el O.D 6' MIN. + I I + -dal #4 BARS, 8" O.C.E.W. BOTTOM SLAB SEMONA A (SEE NOTES 1 & 2) GRATE INLET DATE DETAIL NO. CITY OF BRYAN B/CS UNIFIED AUG. 2012 STANDARD DETAIL D1433 MACHINED BEARING SURFACE 24" 2-114' � J 2" I COVER SECTION Orry of CoLEGE STATm PICKHOLEDETAIL 26-W8- DIA HOLES 24-IW DIA 0 APART 22-118" DIA UU 1-1/4" 2' O 25-718" 31-7/8' FRAMESECT70N BOTTOM VIEW NOTE: OF COVER STORM SEWER LIDS TO BE USED FOR PUBLIC STORM 1" LETTERING SEWER SYSTEMS ONLY. 1' LETTERING (RECESSED FLUSH) NOT TO BE USED ON PRIVATE LETTERING STYLE: STORM SEWER SYSTEMS. BOOKMAN OLD STYLE (RECESSED FLUSH)- 12" _'-112" LETTERSS___►E'%� 1" LETTERING 1" LETTERING (RECESSED FLUSH) (RECESSED FLUSH) COVER FACE COVER FACE STORM SEWER MANHOLE RING AND COVER 24" DIA. DUCTILE IRON V-1342-A DATE DETAIL N0. CITY OF BRYAN AUG. 2012 B/CS UNIFIED CkrxoFCoLEc�SrAnox STANDARD DETAIL D401 R-O-W OR EDGE WPVC O SELECT NATIVE MATERIAL NOTES: COEXTENSION OF EASEMENT W1PVC CAP MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2) 1 • FOR BING/AVED AREENCH/NDETAILS FOR FOR EX/S77Ci PAVED AREAS, SEED4-00 1 2' INCHES IN THE LARGEST DIMENSION), TO A OPEN CUTS7REETS. ST4-00 ST4-0!, S MINIMUM OF 90%OF MAXIMUM DENS AS DETERMINED BY Sr ;.02), T/,I/SNOTS ODE NOTAAgYTo STRUCTURAL BACKFILLAREA INCLUDES PVC WYE WITH PVC CAP ASTM D696 STANDARD AT A MOISTURE CONTENT WITHIN STREETS BEING RECONSTRUCTED. OPTIMUM TO 44% OF OPTIMUM UNDER NONSTRUCTURAL ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS. METER BOX OR STANDARD VARIES (SEE NOTE 3) w ao AREAS(i PASTURES, EASEMENTS) AND TO A MINIMUM 2. ALL BEDDING & INSTALLATION OF PVC DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL CLEAN -OUT BOOT W ' ` �' ` ` �' " % `' 'r r } i Z ,,,.YARDS, OF 96% DF MAXIMUM DENSITY AS DETERMINED BY ASTM D696 PIPE SHALL BE IN ACCORDANCE TO (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO ANSYAW WA STANDARDS FOR PVC PIPE +4%OF OPTIMUM UNDER NEW STREET AREAS AND STREETS BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IN S1-01) OR EXCAVATED SOIL COMPACTED SEEMNOOTE TO BE RECONSTRUCTED. 3. ALLBEDDING INSTALLATIONF TO 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 1.) LE IRON PIPE SHALL WITHIN OPTIMUM TO +4% WET OF OPTIMUM ACCORDANCE TO ANSYAWWA O GRANULAR MATERIAL C150/A21.50. ( OPTION NO.1 IN S1-01) Z ' 2 13 MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4. COMPACTION SHALL BE ATTAINED BY OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MECHANICAL TAMPING. 1 e O w K MATERIAL AND WHICH WHEN TESTED BY STANDARD C LABORATORY METHOBS, MEET THE FOLLOWING REQUIREMENTS: 5. ALL TRENCHES SHALL BE BACK FILLED MAXIMUM LIQUID LIMIT 45 AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH MAXIMUM PLASTICITY INDEX 15 WORKING DAY. z Uj �� \� MAXIMUM PERCENT PASSING NO.200 SIEVE - 35 SEE NOTE 5 MINIMUM PERCENT PASSING 314" SIEVE 100 6" CLEAN OUT STACK PVC (SEE NOTE 3) (MIN.1.G SLOPE) THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL DIP OR PVC TEE WYE SERVK;E PLAN NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. f + FOR EARTH, SEE BEDDING FITTING (SEWER TEE) fl'f'PIC,:4I,1 O CEMENT STABILIZED SAND BIC } i S. AND TRENCH DETAIL STANDARD CONNECTION y PROFILE R-O-VY OR EDGE OF EASEMENT ORIGINAL GROUND OR BOTTOM OF SUBGRADE NOTE: VARIES 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2•-7" 1 ' � _ .. • • 'SEE qQJ JG v, ay � � PAVEMENT AREAS- s 2" CUSHION REQUIRED FOR ROCK, CONCRETE CEMENT STABILIZED BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET ALLOW SANITARY SEWER SERVICE. 3.S MAX t r . • . • . O SELECT MATERIAL ° " " . + . • ' L r SAND AS SHOWN NOTE 1 2. MARK EACH SERVICE END WITH AND NOTE 8' -12" MAX. : • ��` � ,Q � METAL T' POST PAINTED GREEN. O CEMENT STABILIZED SAND 8" -12" MAX NOT LESS THAN 3' 3, ALL MATERIAL SHALL BE ASTM BC 03M BORN W/ GASKETS I �B (MANUALLY OPTiMUMTE CATONSO MOISTURE) . ` ' 4. ALLSERVICE CONNECTIONS & ) I EXTENSIONS ARE TO BE INSTALLED PVC {SEE NOTE 3 (MIN.1%SLOPE) I WITH THE MAIN LINE CONSTRUCTION. e ' i : I a : • • e • e • e • A A • .I. > , • , + . ► SIDEWALK 6' BELOW PIPE BELL Y t 5 A CLEAN IS RD STD. 46° BEND WILL BE INSTALLED BY THE ATALLTHE ,! O.D. OW BELL 5 s PLUMBER ROW FO O D UNDISTURBED 801t tt j EACH SERVICE 6. WHEN SERVICE CONNECTION IS DEEP IN HEIGHT VARTESto PIPE O.D. L A 45 BEND CONTRACTOR MUST PLACE A VERTEAL w STACK THAT SHALL BE BROUGHT WITHIN 0 PLACE METAL DETECTOR PIPE TAPE AT A MINIMUM OF 24" O 3-1/2 FEET BELOW NATURAL GROUND. 2.0' z W ABOVE TOP OF PIPE S" MINJ12" MAX. ALLOWABLE STD. 45' BEND � 6" MIN.112" MAX TAPPING AREA STOAT-SMI NG'I'j RAL AREAS TO BE PAVED TEE WYE SERVICE AREAS OR S77�TS TO BE FITTING SEWER WYE AND 1l8 BEND) REi CONS7W�%=.,D BOTTOM! LIP OF CONNECTING PIPE SHALL NOT DIP BELOW DEEP CONNEMONPROME CENTERLINE OF MAIN. BEDDING AND TRENCH FOR DI PIPE PVC PIPE STRUCTURAL BACKFILL AREA FOR SEWER MAIN W STANDARD CLEAN OUT FOR MAIN LINE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION CITY OF BRYAN ChyoFCoumSTAnm CYrY °F BRY�x ��C'�-sSrAT�x �''' OF BRYAN CkT�roFCoLEOEST'ATwx Crly OF BRYAN 7Ec!!",dfJE, 7m,S{t' C�rroFCoLEx,ESTsTcox DATE AUG. 2012 6/CS UNIFIED DETAIL N0. DATE AUG. 2012 B/C$ UNIFIED STANDARD DETAIL DETAIL NO. S5-0O DATE AUG. 2012 6/CS UNIFIED STANDARD DETAIL DETAIL NO. $5-01 DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL NO. $7-01 13r GS"dfib7m.�. STANDARD DETAIL 57-01 Tic GxJLd(; RsSlit:' lie CaodIJE 7�3} sn 6" 7/16" 314" 2" i2} 314"DIA HOLES FOR RE -ROD 5" (2) 3W r'ss SF,CTI RnnN 112" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE ITY OF BRYAN DON'T POLLUTE °J DRAINS TO A NO BASURA `� RIVERS A 6JMN- MAOE M UBA LARGE MOUTH BASS LOGO 314" FLAT FACED GOTHIC (2) PLACES bON'T CITY OF COLLEGE STATION A POLLUTE o� DRAINS TO NO BASURA RIVERS A rl+w -MADE Ni 1/2" FLAT FACED GOTHIC w1APPROPRUITE CITY TITLE BASS LOGO PLATE DATE BIOS UNIFIED DETAIL N0. CRY OF BRYAN AUG. 2012 ������SL�sx STANDARD DETAIL D1-05 V L K JAR C H IT E C T S VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FICA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.feadesign.com r lrm ffr- I'hY, OF 19/14 .................................:.... VERONICA J.B. MORGAN ...................................... .p 77689 Q q. Vo NAL LNG j•U Revision No. Director KRH Designer JBE Proj. Arch. MEF 19, 2014 Drawn By Quality Control CJJ 1405.00 R A DI NAG E & STORM DETAILS C6001 • C� • , i SEAL WITH EXPANSION MATERIAL SEAL WITH EXPANSION JOINT MATERIAL DETECTABLE WARNINGS DETECTABLE WARNINGS JOINT SMOOTH DOWEL BAR vz-el x 18•,12- o.c. SMOOTH DOWEL BAR 1J2'0 x IS, 12' O.C. GE111F.RAL NOTES: GENERAL NOTES:AWA,r'-� i Z CROSS SLOPE 9 2% MIN 114' R (COATED WITH HEAVY GREASE) 3/4' 114' R Sf4 (COATED WITH HEAVY GREASE) I 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM SURFACE THAT CONSISTS OF RAISED TRUNCATED OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN 4" 4" DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY VISSTANDARDS UALLY WITH ADJOINING SURFACES, DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST RAMP Oft LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. V L K I A R C H 1 T E C T S d CROSS SLOPE O RECYCLED MATERIAL, 1/2" 3" LONG METAL OR PLASTIC CAP, -� RECYCLED MATERIAL, 1/2' 3- LONG METAL OR PLASTIC CAP, INCLUDING SIDE FLARES. FURNISH DARK BROWN , DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DETECTABLE WARNING SURFACES SHALL BE LOCATED DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 6. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE SO THAT THE EDGE NEAREST THE CURB LINE IS A CROSS SLOPE SIDEWALK 2°ti TO 496 2% MAX..15b MIN. _„r , THICK AS MANUFACTURED INSIDE DIAMETER TO BE 1116' GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" THICK AS MANUFACTURED INSIDE DIAMETER TO 8E 1M6" GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" IN THE PLANS. 2, DETECTABLE WARNING SURFACES MUST BE SLIP IN THE PLANS. MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE 2. DETECTABLE WARNING SURFACES MUST BE SLIP WARNING SURFACES MAY BE CURVED ALONG THE PAVEMENT APPROVED EQUAL OF DOWEL AND HAVE STOP SO END OF OF DOWEL AND HAVE STOP SO END OF RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. RESISTANT AND NOT ALLOW WATER TO ACCUMULATE CORNER RADIUS. CURB CAP IS 1" FROM END OF BAR. CAP IS 1"FROM END OF BAR. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER � - SIDEWALK EXPANSION & CONSTRUCTIONJOINT 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE CONCRETE, AND CONCRETE. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SLOE WALKKXYANNJO_V&C0XSftUC7'10Nj0LiVT SURFACE FOR EACH CURB RAMP TYPE. SURFACE FOR EACH CURB RAMP TYPE. VLK Architects, Inc. a' TYP• 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF NOTES: 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR 7915 F.M. 1960 West, Suite 214 1. SIDEWALK PLACEMENT SHALL BE IN LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. Houston, Texas 77070 NOTE: ACCORDANCE WITH BICS UNIFIED SAWED OR FORMED, DESIGN GUIDELINES. 1/8" TO 3116' SEAL WITH EXPANSION JOINT MATERIAL, MIN. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN RN SAWED OR FORMED, NOTES: 118" TO 3116" SEAL WITH EXPANSION I. SIDEWALK PLACEMENT SHALL BE IN JOINT MATERIAL, MIN. ACCORDANCE WITH BIOS UNIFIED 3r8" R DESIGN GUIDELINES. S. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAYBE Main Phone: 281.671.2300 www.vikarchitects.com THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 3/8" INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 40' O.C., CURVED ALONG THE CORNER RADIUS. REQUIREMENTS -BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. � � CONTRACTION JOINTS @ ,V C. Z FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1 DEEP AT AN 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED 4" 3. DOWEL IN AND TIE TO ANY CONCRETE - 4" INTERVAL EQUAL TO THE SIDEWALK AND CONCLYMER RETESITE, PRECAST POLYMER CONCRETE, STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, WIDTH. EXPANSION JOINTS 40' O.C., CONTRACTION JOINTS @ 4' D.C. z Q z Mitchell & Morgan, LLP JUNCTION BOX, ETC.) WITH #3 x 12" BARS 12" O.C. OR &1 x 12" BARS SIDEWALK CONTRACTIONJOINT ais-�C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT WALK DETECTABLE WARNING SURFACE ��0 LANDING w W ~ W>LU TBPE NO F-1443 4. COMPACTION: COMPACTED SUBGRADE CTO URB, r ST77F.T�ALK CO.N'TRACTJOI�.IOIIVT' (DRIVEWAY. INLET BOX, CURB, JUNCTION BOX1 ETC-) WITH #3 x 12" O.C. OR 12" BARS c � W 0 3204 Earl Rudder Fwy S. ` " MATERIAL COMPACTED TO A DENSITY AT LEAST 98%OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD) AND SHALL BE BARS 12' x cis- C. 4. COMPACTION: COMPACTED SUBGRADE I MATERIAL COMPACTED TO A DENSITY T-0" MIN. z Q Z W p �- to V LANDING DETECTABLE WARNING SURFACE DOMES TO RUN PARALLEL TO DESTRIAN TRAVEL ) College Station, Texas 77845 Main Phone: 979.260.6963 p 0 I aB . A E! 0-4% WET OF THE OPTIMUM 3'-0" MIN. ! MOISTURE CONTENT VARIES 5. A MINIMUM CLEAR PEDESTRIAN WIDTH 6'-0' VARIES �; AT LEAST 98% OF MAXIMUM DRY I DENSITY AS DETERMINED BY TPROCTOR COMPACTION TEST ASTM ..=--- 20/o MAX. DS98 ((STANDARD) AND SHALL BE T OFT E OPTIMUM G-48A WET w> W naps amp _�- 4" MAX AND USUAL www. mitchellandmorgan.com AS DEFINED BY TAB AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. I MOI12%MAX. - ' �;..•"; 5. A M INIMUM CLEAR PEDESTRIAN WIDTH '- -... . Q:: " 4" MAX. a O-Q: Q• AND USUAL zQ:;C3: O.: :a:C)..�};-: fO :'G•:O • • :: - .: • SEE NOTE 4 AS DEFINED BY TAS AN D ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF o irl Q: :4:::f3•, �:.Q {}..4 . .C?:0: : �::X3 Ci Q.fl,U >?.:f ;Ci': SIDE FLARE Z Estes, McClure 8� Associates, Inc. �'` • SEE NOTE 4 SIDEWALK. : Q O:.Q'•? t� U :©::0:. 4: t7..p: O.O 4: 0•. Q: :L4' (TYp) iv M :: C3j;0.4?:.. D. t0: 0=:0 ENGTH :.© :: 3608 West Way PER TAB i i BARS i8' O.C.E.W. C E W. OR _ � (4� ►IC MIN.) Tyler, Texas 75703 - STANDARDS #3 BARS 12' O.C.E.W. OR 28-DAY CONCRETE STRENGTH #4 BARS 18' O.C.E.W. = 3000 psi (4"THICK MIN.) SEE FINISH NOTE SEE FINISH NOTE Main Phone: 903.581.2677 ``. www.estesmcclure.com AI,UNG _497MOR COLI,F,CI'ORS 6" MIN. FACE OF CURB ALONG LOCAL STREETS AND LARGER 10' MAX 6' MIN. FACE OF CURB 10" MAX. Metro structural Consultants TYPICAL PLACEMENT OF TYPICAL PLACEMENT OF DETECTABLE WARNING DETECTABLE WARNING 305 N.E. Loop 820, Suite 507 SIDEWALK SLOPE REQUIREMENTS`~ 5' CONCRETE SIDEWALK 6' CONCRETE SIDEWALK SURFACE ON LANDING AT STREET EDGE SURFACE ON SLOPING RAMP RUN$ Hurst, Texas 76053 Main Phone: 817.284.8833 Cr IY OF BRYAN - (OT•rOFC�OIafcx5l'ATrOv CrIY OF BRYAN C�'IYOFCouFCESTA170N �'Y OF 131tYvv „�r.,r, ,�$t- [�7'►•UF (;017)xt: STATIUv aw OF >1AY� hc-rrt7s� CalY OF COIIFGE STATION C= OF �Y`"'T as,c.,dL&M- • GYIY OF COu=STATION • • @ DATE AUG. 2012 BICS UNIFIED STANDARD DETAIL DETAIL N0. SW1-0O DATE AUG. 2012 WCS UNIFIED STANDARD DETAIL DETAIL N0. SW1-02A T DATE AUG. 2012 BlCS UNIFIED STANDARD DETAIL TAIL N . DE L 0 SW1-02B DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL NO. SW2-0O DATE AUG. 2012 WCS UNIFIED STANDARD DETAIL DETAIL W. SW2-01 � � ,-k�1T- FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 PEDESTRIAN FACILITIES Main Phone: 713.784.3212 GENERAL NOTES (PAVERSI GENF.RAI. NOTES: www.feadesign.com FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT 1. Al I CI CIPFA ARE MAYNNlM A I OWAB F THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY DETECTABLE WARNING PAVER UNITS USING A POWER SAW. SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. CROSSWALK DIMENSIONS, 2. LANDINGS SHALL BE A 5' X 6' MINIMUM WITH A MAXIMUM 2%SLOPE 'IN ANY DIRECTION. CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS BE AS SHOWN ELSEWHERE IN 4, THE PLANS. NO.3 REBAR AROUND PAVER INSET SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL "VARIES VEHICULAR TRAVEL PATH. CROSSWALKS DETECTABLE WARNING PAVER WITH EXPANSION JOINT TRUNCATED DOME SURFACE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. 8' d' r, GREEN SPACE y ,( 1`•OiG AS REQUIRED 1' MORTAR BD -SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION .,., • .' ' • d �F,ps' S. ' S r • ' CONTROL JOINT PERMISSIBLE PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE FOR PEDESTRIANS TO CROSS THE INTERSECTION AS • SIDEWALK • �, r ' ' z 4 Z x 5' 2 O LANDING' m-ir- ' _; x _ c s =' THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED, OTHERWISE, PROVIDE FLARED SIDES. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY hE WELL AS INFORMING DRIVERS WHERE PEDESTRIANS MAYBE PRESENT. NOT ALL LOCATIONS NEED THE CROSSWALKS MARKED; HOWEVER, TYPICALLY COLLECTOR AND ARTERIAL STREETS DO. AS STATED IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE • • • • • •' - W? o _- _ __ _ _ _ _ �_ _ _ _ FOUND IN THE CURRENT EDITION OF THE TEXAS PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT Oi 12.1 DETECTABLE w �� ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. \ lt WARNING PROPERTY LINE \ SURFACE CL ~a No. 3 REBAR AT MIN. 4" 18'AMAX,) DWCENTER CLASS A CONCRETE - SHALL CONFORM 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. MEDIWS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THE CITY OF S IS TH ;PREFERENCE FOR MARKING CROSSWALKS IS THE LONGITUDINAL (OR -LADDER- STYLE). CITY OF COLLEGE STATION'S _ _ _ \ 'sa, \ • SO WAYS TO APPLICABLE SPECIFICATIONS THROUGH THEM. PREFERENCE 15 THE TYPICAL "TRANSVERSE" STYLE; \ (. SEGT70NA A S. STOP BEAR LOCATIONSOSWALCLRBE AS SSHHOWWNN ELLSEEWHERE SCHOOL OR SCHOOL ZONES AND OTHER HIGH TO C \ z Q IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR -LADDER- STYLE) IS PREFERRED. DEVIATION FROM *"23' (10' CURB RADIUS) ° '• 21.5' (20' CURB RADIUS) N%W • ' ' ' 5e ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER THESE PREFERENCES WILL BE ALLOWED ONLY WITH THE APPROVAL OF THE CITY ENGINEER. F 16.8 (25' CURB RADIUS) �p • ... ' d ? Q Q G mo_ Z Q Z Hip LANDING 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. THE LONGITUDINAL STYLE MARKING SHALL BE 24- WIDE AND 8 FEET IN LENGTH SPACED 48-INCHES tWi \ j d � < � cv rr '• C SIDE FLARE r 1:10 SLOPE UP �> W 1' 2" oao: iW 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES APART. THE TRANSVERSE WkRKINGS SHALL CONSIST OFTWO 124NCH WIDE LINES SEPARATED BY 6 FEET OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT ` 3 z CROSS SLOPE NOT TO EXCEED W W 2% OR BE LESS THAN 1%ON ANY w °D p • MAX o.�p DETECTABLE WARNING �- PAVER WITH TRUNCATED 2�9/8' (PENETRATES) A CURB. 11, SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR MARKINGS SHALL ALWAYS TxDOTS SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. PORTION OF RAMP OR TRANSITION 1 TO STREET t 1 • ° DOME SURFACE BOARD JOINT OF W4" UNLESS OTHERWISE DIRECTED BY .. • : 1 4- MAX AND USUAL THE ENGINEER. ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS CAN BE FOUND IN THE TMUTCO. I y •. ' 0 0 0 0q2- 4"13. 12, PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. FLARE SLOPE SHALL NOT EXCEED i0•,fl MEASURED ALONG CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT,AA STAMPED CONCRETE ETC., SHALL ALSO REQUIRE5'SIDE fHERMOPLASTIC FLARE OOOO- R R plo-RGEFL.ECTIVE, TRANSVERSE FACE OF CURB "' M (TMP) CURB LINE. STRIPING. P U 4' ffYMPIrAAL) (TYPICAL) 8" DETECTABLE FACE OF CURB WARNING TRUNCATED DOMEPA=J?N PAVER CURB RAMP TYPICAL AMBULATORY RAMP W/ FLARED WINGS - DETECTABLE WARNING PAVER (OPTIONAL) GENERAL NOTES FOR SIDEWALK CONSTRUCTION - -� GENERAL NOTES FOR CROSSWALKS 5/61 SIDEWALK AMBULATORY MP AT STREET INTERSECTION Q•1Y OF COI j x•�F. STA n0v CrIY OF �YA''i ,k „.,, . C�7YOFCAT]FGT STATION CrY UK BxY.uN 7kG.C",•,-,IL• (},� VFC[il�rT,F'.STAnUv C'' Y OK >iRYt�N (OIYOFCOTI]GFSTATfON Crry 7kr Ox > YAN zs.c-ara>�so (},yOFC017FGRSTATION IffT1 - 19 14 ,� O F 1� T DATE AUG. 2072 BICS UNIFIED STANDARD DETAIL DETAIL NO. SW2-02 DATE AUG. 2012 BICS UNIFIED STANDARD DETAIL DETAIL N0. SW2-03 DATE AUG. 2012 BlGS UNIFIED STANDARD DETAIL DETAIL NO. SW2-GN DATE AUG. 2012 BICS UNIFIED STANDARD DETAIL OETA0. SW2-GN-2 DATE AUG. 2012 B/GS UNIFIED STANDARD DETAIL DETAIL N0. SW3-OO *. .i, ....................................... VERONICA J.B. MORGAN CURB RETURN RADIUS CURB RETURN RADIUS+2' Uj a Ix CURB RETURN RADIUS 1'-6" j CURB RETURN RADIUS 1=6" O ~ a ACCESSIBLE ROUTE (4' MIN.) 77689 O F If ss/ANAL ENO NOTE: Z ACCESSIBLE ROUTE (4' MIN.) p (OPTIONAL) TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXMIUM DISTANCE OF NOTE: g m (OPTIONAL) IL M p D OTE v O NOTE NOTE ( f 40' APART AND AT ALL RADIUS POINTS, P.T: s AND TYPE "G' EXPANSION JOINTS IN CURB &GUTTER 3 3 3--► 3 g P.C's. TYPE "B" COHTACTION JOINTS IN CURB GUTTER SHALL BE SPACED AT A MAXIMUM SHALL BE SPACED AT A MAXIMUM DISTANCE OF 4W APART AND AT ALL RADIUS POINTS, P.T.'s AND 6 � 6 ISSUED: S E R 19, 2014 * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY DISTANCE OF 10' APART. P.C's. TYPE -B' CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM 1-1r4' 3 * V PORTION OF RAMP OR TRANSITION TO DISTANCE OF 10' APART. TYPE "D" LONGTTUDINAL JOINT�DINAL 1-1/4' � CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY JOINT NOTES: 1. IF THERE IS A VALLEY S=01VA A PORTION OF RAMP OR TRANSITION �� SBMONA A GUTTER, THEN TRANSITION 710WARD Revision No. TO STREET �P CROWN AT VALLEY GUTTER .SLOPING SLOPINGAWAY TO FULL CROWN IN 50'. 1A772 EC7TON FR0�1II11+7ERSEG7'ION I ry f 2. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT AM". DISTANCE RADIUS POINTS, P.TTS & P.C.'S. "B" / / 114-R 6 15 24" 6. 15•• TYPE CONTRACTION SHALL BE SPACED AJOINTS IN CURB & GUTTER A EMAX. DISTANCE OF 10' APART. ry�� PROPERTY S. 2% MAX SLOPE. 4. W MIN TRANSITION TO LAY . Director Drawn By LINE / DETECTABLE WARNING 3' •Q` 3. DOWN CURB BEGIN AT P.T. KRH PROPERTY /� LINE ' DETECTABLE WARf .� _ _ �. SURFACE + *+ :)- •+• y 114'R 5- 1r T ,� 1" 3- 12' 3" 114"R SIDE STREET WIDTH Designer Quality Control J B E CJJ � � SURFACE �}"% `) `i RAMP • ' = A)6 ' S! SIDEWALK °.:.".. * 1 �i 3- 3" 3' 2. , � � QJ � 6. 6 3/4" • 3• _i0 3" L ,�,�( t r' Proj. Arch. MEF I RAMP* Z Y:�. ` W SIDEWALK M `#.. SLOPE MAX E o - 2' 2" 3" � 6" THICK CONCRETE �,�� 28 DAY STRENGTH = X MAINTAIN 2% MAX 3500 PsD WITH #4 BARS A POINT OF CROSS SLOPE 1S O.C.E.W. . WITH CURVATURE S S 1.12 I* SLOPE ,'.� MAX_ 3' EXPANSION JT. & SMOOTH DOWEL BAR, 4' 3" 4. 2'B B" L SSB TO 2' BEYOND " BACK OF CURB BACK OF CURB 112- DIA X 16", WITH 3" ' EXPSMONII JT. L CAP rlvari�EAVY D SION B R ; 25' RAD. (MIN.) 1405.00 LION 3 BAR, Wr DIA. X16-, VATH CAP #I 1Z' O.C. ( TEED COA WIHEAVY BACK OF CURB G' MIN. SMOOTH 1/Z' 0 x 16' WITH CAiI ( I TYPED" 12- O C. COATED WAH HEAVY GREASE) I LONGITUDINAL to ESSIBLE RAMP GREASE), (SEE RAMP DETAIL) BACK OF CURB 8' MIN. _ #4 BARS L - - - - - - - - I CCESSIBLE ROUTE'"` --------------'------------- -- STREET & 0 = 314-XIS-SMOOTH EXPANSION DOWELS • _ #4BARS I POINT OF ' = 3!4" X 1s-SMOOTH I TANGENCY .. ... ... -" . i .' .. _ - ... -� • - • - • • -� . . SIDEWALK DETAIL EXPANSION DOWELS -� - ' � 1 EXPANSION JOINT .) SEAL APPROVED EXPANSIION JOINT MATERIAL C6mO2 6' SIDEWALK AMBULATORY RAMP' AT STREET INTERSECTION & DRIVES 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES TYPICAL COMBINED CURB & GUTTER SECTION TYPICAL COMBINED SPILL CURB TYPICAL STREET CONCRETE APRON DATE AUG. 2012 BICS UNIFIED STANDARD DETAIL DETAIL NO. SW3-04 DATE AUG. 2012 BICS UNIFIED STANDARD DETAIL DETAIL NO. SW3-05 DATE AUG. 2012 BICS UNIFIED STANDARD DETAIL DETAIL NO. ST1-01 DATE AUG. 2012 RICS UNIFIED STANDARD DETAIL DETAIL NO. ST7-04 DATE AUG. 2012 WCS UNIFIED STANDARD DETAIL DETAIL NO. ST2-01 Crl Y OF BfMkN r Cm -or COI7FCF.STAnOv C'•''Y OF BRYAN - ° ChymCQUEMSTATION CrIY ON 13xY.�tN ,,, ,;�,�, (�noFCoufcr.SrATlov CUT Olt BRYAN a,r�ert�+po ChToFCoLLumSTATION CrIY ON IDtYAN 7kC_dL,E. soA CiIYOPCoI1FGESTATION ry >� � METER BOX OR ST CLEAN -OUT BOOT 6" CLEAN OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL STANDARD CLEAN OUT FOR MAIN LINE DATE DETAIL NO. BLS UNIFIED AUG.0 cwQ)mxrzS-aTx1\ C rff OF BRY.A_N 2012 STANDARD DETAIL SS-01 p NOTE: 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE I ' 28 DAY CONCRETE IS DEEPER THAN 5 FEET FROM STRENGTH -2000 FINISHED GRADE. WITH #4 BAR AROUND D I' ALL VALVE BOX, 2. ALL VALVE OPERATING NUT L EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, - - - J '. AND PAINTED WITH TWO (2) COATS OF METAL PAINT. - TRAFFIC RATED COPPERHEAD 3. OEF OOtE (1) OOTALL LONG.BE MINIMUM SNAKEPIT TEST STATION OR APPROVED EQUAL 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC ���+T �r A WATER LINES SHALL BE AM Pro YLL' YV -A USA, LLS02 LOCKABLE LID. TRAFFIC RATED COPPERHEAD7 VALVE BOX PER SPECS WITH BOX SNAKEPIT TESTSTATION OR EXTENSION AS NEEDED APPROVED EQUAL A a. A - 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX. AWWA C900 STD. GATE VALVE PRESSURE PIPE W1 STAINLESS STEEL BOLTS ACER COPPMLATED WIRE PVC OR D.L PIPE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE. BAG OF SACKRETE GATE VALVE & BOX DATE BIDS UNIFIED DETAIL NO. 0morCOlsym..STAnOv C',Y OF URY9N AUG. 2012 STANDARD DETAIL WI-00 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. -,(�L=� : •.Y^ !z3 00 - d Ole mV O m POI 11 UNDI EART TEE THRUST BLOCK TEE SCHEDULE ID i„ R ( A c.: 468 5.1 1 5 2-5 1.3 10 1 11.3 . 3. 0.8 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi 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 20DO psL 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 SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 pai. HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A B C E G VOLUME 11B" 5.0 1.5 1.5 0.9 2,7 0.4 90" 012 B.5 2.5 1.5 11 4.0 1.0 6 8' 2.0 2.0 1.5 0.9 1.5 0.2 0 1 3.5 2.5 1.5 1.2.2.2 0.5 225' 6,8" 0 12 1.5 2.0.2.6 Cs 1.6 1.5 0.9 1.211.11 I 0A 0.1 0.3 6 1.0 1.5 1.5 0:9 0.4 0.1 11.25' 0,1 1.5 1.5 1.5 1.2 0.6 0.1 THE LTST BLOCK DETAILS POUR, CONCRETE AGAINST CONCRETE SHALL NOT EXTEND BEYOND JOINTS ' UNDISTURBED EARTH TRENCH " WATER PIPE X X m r - *: UST r -,.r..: + -`•� < PIPE �- T T -.-. • . r JOINT 1.-0w DINNERtoot C � LITER POUR UNCO�ISTURBED AGAINST EARTH .SECTIONx--X PI,A1V WE TYPICAL HORIZONTAL THRUST BLOCK. DATE DETAIL NO. L�rva+CUlaax.STArrOv 0. OF BtYAN AUG. 2012 STAANNDARD DETAIL W2-00 R-O-W OR EDGE 4" PVC EXTENSION OF EASEMENT WIPVC CAP (SEE NOTE 3) 1 r P�WYE WITH CAP VARIES (SEE NOTE 3)) a r , 1 0Z =7 Z J_ 3.15'; MAX. (SEE NOTE 1.) I r Z 13 W H O - 0 W 2. 111 PVC (SEE NOTE 3) SEE NOTE 5 (MIN.1% SLOPE) TEE WYE SERVICE PLAN FITTING (SEWER TEE) (ITPICAL) STANDARD COANECTION PROFILE R-O-W OR EDGE OF EASEMENT NOTE: VARIES 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2•-7" BELOW PROPOSED BACK OFCURB, I MIN. SLAB ELEV. MUST BE SET TO 3.S MAX, I ALLOW SANITARY SEWER SERVICE. (SEE NOTE 1 2. MARK EACH SERVICE END WITH AND NOTE 6) METAL'T" POST PAINTED GREEN. 3. D30LL 34 ATERSDR26 W/ HALL BE GA KETS�TM I 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTE 3) I EXTENSIONS ARE TO BE INSTALLED (MIN .1°i' SLOPE) WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND STD. 45° BEND WILL BE INSTALLED THE PLUMBER AT THE ROW FOR EACH SERVICE. STACK VARIES 6. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL IN HEIGHT w STACK THAT SHALL BE BROUGHT WITHIN p 3-1/2 FEET BELOW NATURAL GROUND. 2.0' 2 W W ALLOWABLE STD. 45' BEND rn TAPPING AREA 1B'16- TEE WYE SERVICE FITTING (SEWER WYE AND 118 BEND) BOTTOM LIP OF CONNECTING PIPE CENTERLINE OF IMPMAIN. BELOW BEEP CONNECHONPRO= CENTERLINE OF MAIN. CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE DETAIL NO. i`f11' OF �tYAN B/CS UNIFIED Cm OF CcuEGE STATION rr OF YA AUG. 2012 STANDARD DETAIL 57-01 VALVE OPERATING NUT EXTENSION SQUARE SOCKET 2' DIA INSIDE 2114' DEPTH (1/8" MIN WALL THICKNESS) 2' SQUARE x 2" HIGH OPERATING NUT 5" DIA x US" MIN THICKNESS STEEL PLATE w/ 90° CUT-OUT 1" DIA STEEL ROD TWO 318" SET SCREWS ON EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION DATE DETAIL No. BIOS UNIFIED CrIY of >YnN AUG. 2012.STANDARD DETAIL W1-01 Tie Ga.dJie T}a$ie- STRUCTURAL BACK(FILLAREA INCLUDES ALL PAVED AREASDRIVEWAYS AND PARKING AR99) AND SALKS HALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL 13ACKFILL SHALL BE CEMENT STABILIZED ISEE DETAIL W4-02 - AREAS TO BE PAVED) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO #% WET OF OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL AREAS) CkmOFCoTJFCESIATION BIC STRUCTURAL BACKFILL AREA FOR WATER MAIN W_A�� T No (�� C1IYUFBRYAN DATE BICSUNIFIED DETAIL CmorCOTJFGF.STAnov AUG. 2012 STANDARD DETAIL W2-02 GENERAL NOTES: STANDARD FIRE HYDRANT 1. FINLEY DIVIDED EARTH FREE OF ROCK, LUMPS GATE VALVE AND CLODS EXCEEDING 8" SHALL BE PLACE BY HAND, W1 VALVE BOX AND COMPACTED AROUND THE CAST IRON PIPE TO A TEE OR TAPPIN + DEPTH OF 12' OVER THE TOP OF THE PIPE BEFORE SLEEVE & VALVE BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. AS REQUIRED REQUIRED 11 MIN. 2. ALL CONCRETE BLOCKING SHALL 13E 28 DAY AS STRENGTH = 2000 psi. RI_UIREDI 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF � 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON 1 UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER 1 Z 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL -+ CONCRETE HAS REACHED 7 DAY STRENGTH. ANCHOR 90' BEND Q S. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL WATERLINE GATE VALVE LL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. Wl VALVE 00 BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE STANDARD O HYDRANT. FIRE HYDRANT $ ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS ' OTHERWISE DIRECTED. FIRF.IDUR AT LOCATION °C 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET FROM THE BACK OF CURB TO THE FACE OF THE REALIGN AS NEEDED STEAMER ON THE FIRE HYDRANT. IL IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT LEAD WITH NO ADDITIONAL CONNECTIONS. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER NOZZLE SHALL BE 18 TO 24INCHES ABOVE NEAREST FINAL GRADE. STEAMER NOZZLE VALVE BOX PER SPECS. CHAINS TO BE STANDARD REMOVED BY 2" SQUARE AW WA P FIRE HYDRANT CRIO TO CITORY'S NUT EXTENSION WITH ACCEPTANCE CENTERING COLLAR. A� �A OF WORK TERMINATE 4' TO F FROM TOP OF BOX FINISHED GRADE 6' • I BURY LINE ASEQ.D VARIES I STD. ALVE { 11W/ S.S.BOLTS 6• DJ. OR C909 PIPE 1 (SEE NOTE 8) 6' M.J. ANCHOR j COUPLING CONCRETE I BLOC NG I PEA GRAVEL -FILL TO 1 FT. ABOVE WISP HOLE THRUST BLOCK TEE OR TAPPING ING SLEEVE & VALVE MECHANICAL JOI I 1�2'Oi112'xCK 14 PRECAST AS REQUIRED WITH SET SCREW CONCRETE BLOCK RETAINER GLANDS OR • k _• MEGA LUGS 6" X 12' GRADELOK �• I 24' X 24" X it Wl M.J. SPLIT GLANDS 28 DAY CONCRETE BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) 1 : I STRENGTHo OPH0 AL e ALL VALVE BOX KEWA -A STANDARD FIRE HYDRANT ASSEMBLY 4t Cr1Y OF HitY.9N DA AUG. 2012 BiCS UNIFIED DETAIL No. (}norGDlaaGt:STAnOv 7k G ai& R *k•- $TAN DAIRD DETAIL W1-02 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF i • FOR BEDAWGAIVD 7RENC4i/NG *7rhw ROCKS LUMPS CLODS OR DEBRIS LARGER .THAN TWO 12) ALL EXISTING PAVEDARE45 SEEDETAA_S INCHES IN THE LARGESIf DIMENSION) COMPACTED TO A FOR f)PENCUTS7REETS' MINIMUM OF90%OF MXIMUM DENSITY AS DETERMINED BY ST4of 5T4.02 THISNOrDDEBNDF ASTM OPTIMUDRAL AREAS (OSM TO (STANDARD) OPAT A TIMUMOISTUR CONTENT T THIN APPLFTOSTREETS BEING RECQNSTRUC7ED. 00 FEET MO VIDE A WA TER STOP MINIMUM OF PASTURES�F MAXIMUM�DENSIITYAS DETERMINED BY ) AND TO A2 BYOCKEVERYSCOMPOSED OFCEMENTSA OR ASTIR D098 (STANDARD) AT MOISTURE CONTENT WITHIN NATIVEAIATEM4LDEPE?"AAGON OPTIMUM To +4'Y6 OF OPTIMUM UNDER NEW STREET AREAS EMBEDMENT. BLOCK SMALL BE6FEET/N AND STREETS TO BE RECONSTRUCTED. LENGTH. NO BEDD/Nt3 SAND IN "#5AREA. GRANULAR MATERIAL 3. ALL BIDDING & INSTALLATION OF PVC MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PIPE SHALL BE IN ACCORDANCE WITH OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, OR ORGANIC ANSIlAWWA STANDARDS FOR PVC PIPE MATERIAL:AND WHICH, WHEN TESTED 6 STANDARD 4, ALL BEDDING & INSTALLATION OF DUCTILE LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: NON PIPE SHALL BE IN ACCORDANCE WITH MAXIMUM LIQUID LIMff 45 ANSIIAWWA C1501A21.50 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVE 35 5. COMPACTION SHALL BE ATTAINED BY MINIMUM PERCENT PASSING 3A" SIEVE 100 MECHANICAL TAMPING. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 6, RELATIVE COMPACTION SHALL BE TESTED NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. IN THE PRESENCE OF THE CITY ENGINEER. G CEMENT STABILIZED SAND 7. DUST RESULTING FROM THE CONTRACTOS PERFORMANCE OF THE WORTS EITH INSIDE OR OUTSIDE THE R1044OF-WAERR' Y, SHALL BE CONTROLLED BY THE CONTRACTOR. 8. ALL TRENCHES SHALL BE BACK FILIAND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. ORIGINAL GROUND Oft BOTTOM OF SUB -GRADE Ir SELECT MATERIAL Q CEMENT STABILIZED SAND 8"-12' MAX. (MANUALLY NSOLIDATE AT OPTIMUM 4" MOISTURE) UNDISTURBED SOIL 4„ O.D. PLACE METAL DETECTOR PIPE 6MINli2' MAX TAPE AT A MINIMUM OF 24" O.D. ABOVETOP OF PIPE NO�r�r jC7J 6" MINl12' MAX AR'F,AS AREAS TO BEPAVED OR SIR :ETS TO BE RECONSTRIX TED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED' AREAS DATE- - DETAIL NO.. [1TF AF ('fMJFGi: ST.•1T10K CrIY (W BRYAT� AUG. 2012 BlCS UNIFIED STANDARD DETAIL W"2 1W, -ON3 CIV30 3did A111LLn 1VOIdAL 'NOLLVIS IS31 V IV aN311VH9 3a1M a3DVa1 3dV1 UM03130 IV13N ('als) OVJ aGNONOD lVnoa NO NOLLVIS 1SR OV3Ha3ddOO 031' 1Vn03 03AOadi a0 NOLLVIS IS3111d3)IVt 0V3Ha3dd00 031Va Old - 3dld 31-113AO9V A1103VIO 03TW.LSN138ism SHIM a3ovHj* tFTr3dld Ammm IYOWAL H3dclP0 anos mvi, 311 M DNIOVal- WIN Aw 3dV1210103130 I I �-13A31 ONnoa°J iVnm 03AOaddV NO NOUVIS NOLLV nVISNI 1S3111d3HVNS SHIM a30Val HOJ ZI, £0 60 OV3HI13ddOO NOLL038-IVDINHO310183d3Ma31Va01ddVal APPROVED 3" OR LARGER COMPOUND SPECIAL CONDITIONS METERS. VAULTS & MATERIALS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES APPROVED- SENSUS SRH (U. S. GALLONS) BELOW FINISHED GRADE. METERS 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM APPROVED- PARK DMC-BR BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN VAULTS PRE -CAST CONCRETE THE VAULT. VAULT W/ ADEQUATE ACCESS AND VAULT 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE DIMENSIONS FOR METER CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE SELECTED MIX AND REINFORCING COMPRISED OF83 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF APPROVED- DUCTILE IRON PIPE WITH 8INCHES. MATERIALS MECHANICAL JOINT. SET SCREW RETAINER GLANDS 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT ASED ON ALL M.J. EACH FITTING ON MECHANICAL JOINT PIPE IITTITINGS 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS 6' THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES 72 HOURS PRIOR TO ANTICIPATED DEVIATION. FLG. COUPLING ADAPTER w/FLG. SPOOL NRS GATE VALVE (TYP-2) NRS FLG GATE i MFG: PARK EQUIP. CO. VALVE (TYP-2) MODEL: DMC-CS ) ROD MP) SENSUS C2 OMNI / FLG TEE TOUCH READ 1000 (TYP-2) GALLON W1 STRAINER PLAN VIEW CONCRETE LID W136"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MODEL SIZE L1 W1 H1 WEmm LBS DMC-C33 3' B'-6" 5-0" 4'-6' 12,000 DMC-CS+4 4' 8'-B" 5'-0' 4'-0' 12,000 DMC-CS6 6" 11'-0" 6'-0" 4`-9" 12,000 DUCTILE IRON (TYP) -- PIPE SUPPORT GRAVEL BED 12" SQ SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN E7XVA770N VIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY CrrY OF BRYAN DATE AUG. 2012 BIOS UNIFIED DETAIL NO. Cl T0FCOTJrC.v STA11O ,,,c,,,1,47b„,,�- STANDARD DETAIL W5-00 METER SWIVEL NUT OR NIPPLE METER BOX ANGLE STOP i-lPe BALL VALVE - (FNOLR�DOUBLE SERVICE O METER NUT SIZE FORD PART NO. 314' x 2.5" Long C38-23-2-5 314" x 3' Long C38-23-3 314' x 12' Long C38-23-12 1' x 2.525" Long C38-44-2-M 1' x 8.5' Long C38-44-8-5 1-112' Meter Nipple C38.66-2-875 1-112' Meter Bushing BBINI-66 2" Meter Nipple C38-77 2' Merhar Bushing BBIM-T7 r�ar� � W Z J MATER OJ ETER 1 ------ 4'MIN. ----- - j- (E O o O � VIEWA A DOUBI.ESERVICE NOTES. 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL METER 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. A METER BOX THE NEW METER BOXES SHALL BE OLD CASTLE. METER SWIVEL NUTOR NIPPLE TYPE" COPPER PIPE A (2 FOR DOUBLE SERVICE) 1 1/2' X 1' BRASS WYE (i FOR DOUBLE SERV_) 1-1Mr BALL VALVE fFOR10DOUBLE SERVICE CML CITY OF COLLEGE STATION WATER SERVICE _ RECONNECTION DATE DETAIL NO. Crl�r UN HltY1N Bs UNIFIED Crn 0FCblaiVF.STAnOv rry OF BRYA- AUG. 2012 STANDARD DETAIL W"434 VLKIARCHITECTS VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com ISSUED: SEPtEM0,5R 19, 2014 Revision No. Director Drawn By KRH Designer Quality Control JBE CJJ Proj. Arch. MEF 1405.00 STREET & WATER DETAILS C6mO3 1 T-BAR, .STAKES �I LANDSCAPE PLAN SCALE: 1 "=40'-O" EXISTING OAK�NOOD INTERMEDIATE SCHOOL n A WIRE TIGHTLY TWISTED TO p `� PREVENT SLIPPAGE P 1/2" GA. GALVANIZED STRAND WIRE, TYPICAL---, GALVANIZED TURNBUCKLE THREE 2x2x16' LONG STAKES \ SET AFTER PLANTING, SPACED AROUND TREE, STAIN BROWN OR GREEN, REMOVE AFTER ONE 12" FULL GROWING SEASON DURING TYP WARRANTY INSPECTION ON SMOOTH BARKED TREES SUBJECT TO SUN SCALD. BEGIN ABOVE FIRST BRANCH AND STAPLE EVERY THIRD TO FIFTH LAP DOWN TO TOP OF ROOT BALL. TREE CALIPER MEASURED 12"ABOVE TOP OF ROOT BALL ROOTBALL SET MIN. OF 2" ABOVE SURROUNDING LEVEL TO ALLOW FOR SETTLING CORRUGATED METALS TREE T-BAR` STAKES PLAN OF TREEGUARD CORRUGATED METAL CULVERT SECTIONS 1/8" THICK MINIMUM FIRMLY DRIVEN METAL "T" BAR STAKES (1 1/2" x 1 1/2" x 1/8" x 60" HIGH) OR EQUAL, 6'-0" O.C. - EXTEND STAKES TO DRI -----EXISTING — EXISTING GRADE \ \\/ /\\/\\/ / EMBEDMENT OF OVERALL POST NOTE: /�,,; /�� /�� / , /A LENGTH (24"MINIMUM) TYPICAL 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. SITE DETAILS 2 EXISTING TREE PROTECTION BARRICADE _ , SCALE: 1/4,�-0„S304 MIN.1/2' I.D. HOSE TO PROTECT TREE TRUNK KRAFT TYPE TREE WRAPPING MATERIAL MUL ': "'ISH GRADE BACKFILL PLANTING PIT WITH PREPARE PLANTING SOIL MIX, PREPARED PLANTING SOIL MIX ` ' ~�?� �' TAMPED IN PLACE TO PREVENT SATURATE WITH WATER TO -i°''' SETTLING (TREES LESS THAN ELIMINATE VOIDS & AIR POCKETS 4" CALIPER) SITE DETAILS TYPICAL TREE PLANTING and STAKING DETAIL J SCALE: 1/2"=1'-O" S300 I A krnr+n A nlFm r%^ILIT' A A I nl 11 AT1^\1 BARK MULCH 2" DEEP laws PREPARED SOIL T iiv ROTO-TILL EXISTING SOIL AFTER EXCAVATION CO OF BED THIS DETAIL IS FOR MASSED OR ROW PLANTINGS, FOR SINGLE SPECIMAN SEE TREE PLANTING DETAIL SITE DETAILS 4 SHRUB PLANTING DETAIL SCALE: 1/2"=1'-O" S301 LANDSCAPING REQUIREMENTS p STREETSCAPE REQUIREMENTS: HOLK AND TIMBER: ONE CANOPY TREE FOR EVERY 32 LINEAR FEET OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 920 LF REQUIRED TOTAL TREES: 29 GEORGE BUSH: ONE CANOPY TREE FOR EVERY 25 LINEAR FEET OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 650 LF REQUIRED TOTAL TREES: 26 TOTAL REQUIRED 55 POINTS PER PROJECT AREA: TOTAL SITE AREA: 222,000 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS / 1,000 SF OF SITE AREA) = 6,660 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS S4 ALL BE REQUIRED FOR EVERY 50 LINEAR FEET OF FRONTAGE ON A RIGHT-OF-WAY: (1,570 LF / 50)(300) = 9,420 POINTS PROVIDED 20 +35 REQUIRED PROVIDED TOTAL POINTS: 6,660 + 9,420 = 16,080 13,325 VLKIARCHITECTS VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcdure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com Vim/ IJ/LV 1'T ISSUED: SEPTEMBER'19, 2014 Revision No. ADDENDUM NO.1 09-30-14 2 FOR CONSTRUCTION 11-18-14 3. BARRICADES WILL BE IN PLACE PRIOR TO ANY ACTIVITY ON THE PROPERTY INCLUDING BUT NOT LIMITED TO GRADING. 1405.00 LANDSCAPE PLAN LEGEND AREA TO BE ESTABLISHED WITH SOD. (ALL OTHER DISTURBED AREAS TO BE ESTABLISHED WITH HYDROMULCH) ryy—'N� 'YY' INDICATES ABBREVIATION FOR PLANT MATERIAL. X "X" INDICATES QUANTITY OF PLANT MATERIAL IN EACH LOCATION. LANDSCAPE PLAN 0 Ll 001 a SE line of F.M. 2347 Easement Tract No. 2 in vol. 270, pg, 488 sine (Texas A&M to State of Texas) o I r fo��a O '� so:� S 41'57'26"W - 237.67' to 'X" mark found in concrete h10 O , 1 At:Cesi 9 \X of �Oo vehicular access to this portion of -, C7,11 the parking lot, on Lot 1, is only t S °o� through the subject property, but no 4Q recorded easement is knol�n. SE line of F.M. 2347 Easement - Tract No. 2 in vol. 270, pg. 488 (Texas A&M to State of Texas) approximate southeast line of A&M College 1226 ac. tract cal light junction Crops Myrtte -grass area- box 04 signs, cone. curbgutter -asphalt pavement / parking spaces- P.O.B. Ugn NW line of 12 acre tract in deed to A&M CISD (vol. 99, pg. 573) (called centerline of County road) as determined by 1997 KERR survey asphalt driveway volvee �i p 14' Live e e 20" Live Oak 10 co a 4 co ao -asphalt pavement / parking spaces- * note: This proposed tract is bounded by the southeast line of the A&M 1226 ac. tract and the southeast R.O.W. line of F.M. 2347 Evidence indicates that it Was used as the former prescriptive roadway. Proposed Tract* 0.195 acre N 41°32146"E — 398.09' S 41 °56' 19" W — 430.48' F.M. 2347 — George Bush Drive Agricultural and Mechanical (formerly named Jersey Street") — 100 ft. to 105 ft. Wide Public Right —of —Way. 270, pg. 488 ay, vol. Coll e 122 Texas — (Part o 26 acres (not contiguous fir/ 2.140 acre tract boundary) Vol.1, Pg. 142 asphalt highway W/ concrete curbs 84 ft. Wide (b/c to b/c) g light � �Crope Myrtles ,sign . .sign . .- . _gross area- Crape Myng cone, curb & gutter cone. gutter curb do 7_ lighted sign varies k,�, I -aa haft -moment /parking spaees- S 49°24'54"E 20.10' ca voo SE line of F.M. 2347 Easement .sign -gfO°° area- t Tract No. 2 in vol. 270, pg. 488 as'teaisfation (Texas A&M to State of Texas) approx. 2.35 ac. deed lines based on 3/8"IR found at Red Oo N 624.46'2 18' to 21' -asphalt pavement / parking spaces- " p p the north corner. called to be e� - p u Ldro oak in the SE R.O.W. of Jersey St. a 1e (19 here) Ir approximate southeast line of and SW R.O.W. of Holik Drive ` 4• •19 43% �• (431 49' er deed) A&M College 1226 ac. tract il concrete sldewaik sign 14` Live Oak idumpater .pigs14' Live Oak son. sealer �"� juntion box(4' pipes)son. sealermanhole gas (4' pipes) meter Q / -grass area- 20" Live Oak concrete curb (also under deckii -grass area- W 0 Crops Myrtles o lyN ( ally •N Lot 1, Block 2 16" Live Oak � College Station I.S.D. Oak*ood Intermediate School N ight Vol. 3588, Pg. 53 / ► 3W Live oak Wood deck do benches -gross/shrub area cow ign t / 16' Live Oak / / o �I / concrete sidewalk p 01. d o edge of roofs v_ / /�o ° -rasa area- -� 16` Cedar 1 /lvOg`QOC`/ 0 o *to QA e / tou�a" °S �b, 20' of a /g'1R/RP? 4502 r°° �Sn a Water k / QJ 43 01O / "KKR a/c unit on pad steps � f .� ,, cans \ q$_ , v cane. Walls topes W/bench S4 66 — -- — -- P ti 4" ge . 4 I fire oA�a J�ti' c ti hydrant 16' Water main (approximate location) asphalt driveway 6A tv SQ?3. stone drain curb inlet box 9 I . sign °y toundnin pPvrt'1t romp ,3 a, %, -asphalt pavement / parking spaces- 65.0' irrat a / -gross area- 9• valve valve �I concrete sidewalk romp 3 11201 Proposed G-meter light*` o°� ght �e concrete W fe waikWay `oy°' ° one :ign R.o♦ ♦ Y . yo t 22' Live Oak light 4� see 16 Live Oak Psd- 16` Live Oak Reserve 20` Live Oak `'- 20" Live Oak 0 976 Sq• ft• -shrubs- foA concrete i7 d patio/Wolkwa?" to I c 24' Live Oak light o 0 valv O- ^ to I 0) ° O v 48` Live Oak 3 N ^ v -gross area- 0 ligh I . •�� ^ -shrubs-3 LO It concrete $ �� p> $ °' pallo kwaY 24• uve Oak s q $ Ig C'it4 a AAW�, �, „ g 0. cone. *oils etieQ q'o° N l p Y c3i o O -shrubs- concrete nah top Walkway iniz, 2.149 acres t I ♦, V o v m A- `>' 0 at c `� > covered ° Nht 976 sq.ft. R.O.W. reserve _ ,� ; concrete porch City of College Station r' .� `4 - ��- 2,35 acres — 2.127 net acres 0 3' I; o0 00 vol♦ 4549 pg. 427 _ X oG� $ act v L t c cP m 'o, o � v •- o •L -shrubs- o U $ o —;;3ge of roof �ye� planter c v W/ oH�J'L4LtiF n L 127.3' to Proposed R.O.W. / 131.1' to Existing R.O.W. j a 4' PVC drain l pipes from I gutter to Junction box 0 1coI 45.0' hone / eel ' 127.7' to Proposed R.O.W. / 130.8' to Existing R.O.W. I 65.0 gate : `o le of roof I a ( concrete patio E -gross area- oa I +►� nt. CoWalt a. gF a7 °�. ramp " w/ ' Possible Encroachment: g� Z cone. wallr—'� ape concrete sidewalk 9�e c ,� The private storm drain net*ork from Lot 1, 1� sec / \ \wood deck conzrete stdsNctk Nenter a itlel ")ad property. and *ab-VWM gate �LJ Slim °f SOO o 0D C nY � o but n0 recorded Oasefnent ie knO#n. �� ?1101 � °O ood fence d Hackbe trees 8 C / / \ \� portable, Wooden old concrete pods ; L6 o brush along fences I t ,0 n See 9 �\ o� CO0. �. °oy gate I.i storage building grate c _ �� _Wood fence_ ° �f► p�Gf O Description of or \� on skids inlet u • a9 et Legal ption Propertyt / j� j` chain -rink fence � e \q,, 247 sq. ft. �,^I .. ♦ cjrate�� All of that certain tract or parcel of land lying and being situated in �f n electric yrote L/�.Wp• 278.58 er deed the Joseph E. Scott league, abstract na. 60, in College Station, ; �O- \ \ `phone panel \�°� 20.3 / transformer ��8, ped, inlet 4� phon! a ( P ) / inlet / pod. / • Brozae County, Texas, being an of the portion of that 2.35 acre tract °e o \ N a elect. meter 711 on pad c�.p,Q �p o a concrete sidewalk described in deed to the City of Cofiege Statiann, recorded in volume \ "^ $ pod. �\ I � 1 % oo as � 454, page 427 of the Deed Records of Brazos County, Tome, tlYhkhkb a phone g lies Within that 12 acre tract described in deed to the Board oj' \ ys�8�/ to ,$ W Wood pole °e - fence_— Hrysh/°=trf°�O°s , �� �P' �rSO�o risers stepped. concrete retainin Walls en Trustees of the A. dk �• Consolidated Independent School District, kFRRR/ca • —(• Per deed) ��* recorded in volume 99. page 573 of the Deed Records of Brazos R,o�A fou _ 101.79 (101.96 p ip� County, Texas, and being more particularly described as folloi� r ��d fence '64 ZB � — oco 2 c� hate -link oW--- sef Beginni in the south*est line of said 2.35 acre tract, at a cotton I � storm drain spindle found in pavement marking a north corner of Lot 1s 2 stone drain _ _ _ _ — — — stone drain one-story school building of the College Station I.S.D. oak*ood Intermediate School Site as concrete sidewalk Ij an b Junction box described by plat recorded in volume 3588. page 53 of the Official I 10 Public Utility Easement Public Records of Brazos County, Texas, being in the common Ilne of I -I vol. 3588. pg. 63 (plot) the said 12 we trqct and that 1226 acre tract described in deed to s Agriculturol and Mechanical College of Texas, recorded in volume I Lot 1, Block 2 page 142 of the Deed Records of Brazos County, Texas' from Oone-story, steel building *here an " X" mark found in concrete beare S 41. 67' 26' * - A"I College Station I.S.D. 237.67 feet. and from sphere City of College Station GPS control monument no. 1 bears S 9' 44' SZ' � - 5500.6 feet, I one-story school building Oak*ood Intermediate School Thence along the common boundary lines of the said Lot 1, Block 2 LI Vol. 3588, Pg. 53 and the said 2.35 acre tract a. follo*s: Sept. 2013 General Notes: 49 39' 27' E - 164A4 feet to a 5/8" iron rod found *ith i a plastic pcap stamped "KERR RPLS 4502"; S 79' 02' 36" E - 80.80 feet to a 5/8" iron rod found 1�rftFn Commitment for Title Insurance issued by Chicago TInsurance 10. This property is currently zoned R-1. Single -Family Residential, a yello* plastic cap stamped "KERR RPLS 4502'; Com GF Ira 131760 effective date April 1 2013, The butliffinn minimum setback distances for this zc Ina are: 4 37 54' 26' E - 101.79 feet to a 1/2" 1 rod set *ith an orange plastic cap stamped "HP r7m; RPLS 5045"; 4 3' 17' 14" - 21.00 feet to a 5/8" iron rod found tpith a yello* plastic cap stomped "KERR RPLS 4602'; 4 41' 19' 16' E - 278.00 fast, passing at 275.80 feet, a 1/2" iron rod *lth an orange plastic cap stamped "HP I 0 RPLS 5045" set at the north comer of said Lot 1, Block 2. in the southipest krone of Holik Street, to a magnail set in concrete for the east comer of this tract in the original south*est right -of -dray Kne of Holik Street, as described by Henry P l0ayo, RPLS 5045 plat recorded in volume 104. page 450 of the Deed Records of Brazos County, Texas, from sphere an "X" mark found in concrete bears S 48' 02' 57' E - 340.93 feet; Thence 4 48' 03' 41 " W - 209.05 feet, along the said original right-of-*ciy line of Houk Street, to another magnatl set in concrete for the north corner of this tract, in said common One of the said 12 acre and 1226 acre tracts, from *hwe a 3/8" iron rod found, apparently marking the north corner of the said 2.35 acre tract. bears N 62' 06' 32' W - 24.46 feet; Thence S 41. 56' 19" W - 437.62 feet, along the said common property line, passing 7,14 feet, a magnail set in pavement in the proposed southlpest night-of-tNay One (65.0 ft. *idth) of Holik Street, to the Point of Beginning and containing 2.149 acres of land more or Ism relied upon as the easement research source for this survey. 25 ft. front, 7,5 ft. side, 15 ft. side street, and 20 ft. rear. 0 10 20 40 60 Ft 2 No recorded easements affecting this tract are krnoi City Unified Development Ordinance (UDO) sections 12-5.2 3. Buried utility lines are present, but only confirmed portions of specify the complete standards for this zoning district. Bearings are TX State Plane, Central them are sho* n. The location of others spas not determined. 11, This p to not *Rhin a special tax or impact fee area, Zone NAD83(CORS) datum, based On but it *�in an area designated as ireighborhood Conservation City of CS GPS control monuments 4. The plant beds and some kr#n areas have irrigation lines and on the Comprehensive Lord Use Plan. This places additional sprinklers, but *ere not located and sho" on this survey, restrictions on specifically on lot dimisnsions. no. 1 and no. 122 (N 4'47'5O"E). 5. Due to finding only one called iron rod possibly from the current 12. Ses separate metes and bounds descriptions prepared iptth this deed to this tract (voL 464, pg. 427), the 1997 boundary survey survey plat. by Kerr Su and recorded final plat of the adjacent tract. and Legend the monuments set for them, *ere honored for this survey. 6. "1/2'1R/cap set' a 1/2" rebar *ith an orange plastic co can, s cap stamped I-.P. RPLS 5045e _ chain -link fence ut food -picket fence 7. No part of this perty lies tpithin the 1 % flood rd area Revisions. according to F ponel no. 48041 C0305E. reviseday 16, 2012 Feb. 21, 2014 -corrected plat pooe citations along Houk 8. No ponds, streams nor *etlonds are present on this property, Street and labeled 976 sq. ft, RAW, Reservation strip. 9. This property is served by City of College Station public utilities; *ater. sanitary sei and electr'idty. Gas. phone/comet. and CATV are provided by others, c 0 U � m -,0 me M v . Ito 0. o 0 v ho E of 0 OIL / O O t V N to v 10 Y C Oa O :w m c00 r.� M � C>t 0 m C Um> 0 ^tRR Ilk; found 460?_ A4 V L K IA R C H I T E C T S VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmeclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com VJ, IvlGv I� ISSUED: SEPTEMBER 19, 2014 Revision No. 1 CITY COMMENTS 12-11-14 Director Drawn By KRH BWL Designer Quality Control JBE CJJ Proj. Arch. MEF 1405.00 SURVEY 10 u r] SURVEY TEMPORARY ASPHALT CURB FOR FIRE DEPT. ACCESS — G CURB TO BE O (SHED PHASE III SIDEWALK OPY TO BE HED PHASE III A&M CONSOLIDATED SIDEWALK AND B TO BE EXISTINGSCHOOL DEMOLISHED FOR N MIDDLE PHASE II A �j— PHASE II DEMOLITION NOTES 1. REMOVE AND SALVAGE DUSTING GREEN HOUSE AND RELATED ITEMS AND S10RE FOR FUTURE USE. 0 0 Ati. - , " , V L K IA R C H IT E C T S VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com ISSUED: SEP7EMBER 19, 2014 Revision No. 1 ADDENDUM NO.1 09-30-14 2 FOR CONSTRUCTION 11-18-14 ice. 4 4 11 �\ � N Director Drawn By `♦ — @240.Ak PHASE I WAS COMPLETED BY SEPARATE PACKAGE. KRH BWL ;� ♦ / / Designer Quality Control / �, JBIE s � Pro'. Arch. CJJ • Q, ` ' 6'S, •oar MEF �80, PROJECT NO. 1405.00SHEET TITLE ' 0 / N 2 n DEMO SITE PLAN SITE PLAN -PHASE II Al 001 D PARKING SIGNS REF.7/A1.02 WHEEL REF.3/A PARKING SIGNS REF.7/A1.02 A 4 6 8" HIGH RED STRIPE 4" HIGH WHITE LETTERING ■■■■■■ FIRE LANE -NO PARKING -TO AWAY ZONE ■■■■■■ NONE ■■■■■■■■ NEON ■■■■■■■■■■MEN ��m ALL CURBS AND CURB ENDS DESIGNATED AS FIRELANES ON PLANS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE -NO PARKING -TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (15-) APART. FIRE LANE STRIPING DETAIL 1 011 PRECAST CONC. WHEEL STOP, 6-011 x 10" w. x 6" h. TWO # 4 BARS F 12" LONG x 1/2" DIAMETER STL. " RODS, TWO PER STOP �( ° ' a EXTERIOR DETAILS DETAIL of PRECAST 3 CONCRETE WHEELSTOP SCALE: 1 1/2"=V-0" S008 EXISTING HYDRANT E TRANSITION CONCRETE CURB CONCRETE —` CURB RAMP 6181/211 SLOPE DOWN 1:12 DRY BRUSH FINISH - CONCRETE OF RAMP 5. ZONING: GS - GENERAL SUBURBAN 6. EXISTING USE: INSTITUTIONAL / PUBLIC PROPOSED USE: INSTITUTIONAL / PUBLIC 7. SETBACKS: PER CITY OF COLLEGE STATION ORDINANCES 8. OVERALL SITE AREA: 2.149 ACRES 9. WATER DEMANDS: MIN. = O.00gpm AVG. = 71.5gpm MAX. = 143.Ogpm 10. SANITARY DEMANDS: AVG. = 768gpd MAX.=1,536gpd 11. FIRE FLOW DEMAND: Type 116 - 2,500gpm THIS SITE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN BOUNDARY PER FEMA's FLOOD INSURANCE RATE MAP PANEL 48041 C0305F. EFFECTIVE DATE: APRIL 2, 2014 PARKING CALCULATIONS PROPOSED BUILDING = 56,006 SF PARKING SPACES REQUIRED: NOT COVERED IN U.D.O. PARKING SPACES PROVIDED: 109 REGULAR PARKING SPACES & 8 (ADA) ACCESSIBLE PARKING SPACES AW" :a V L K IA R C H IT E C T S VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vlkarchitects.com Mitchell & Morgan, LLP TSPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.5812677 www.estesmcdure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com UU1 1.7/LU 1'1` ISSUED: SEPTEMBER 19, 2014 ADDENDUM NO.1 09-30-14 SITE PLAN APP. 10-17-14 ADDENDUM NO.4 10-24-14 FOR CONSTRUCTION 11-18-14 ASI NO.1 12-08-14 76A CITY COMMENTS 12-11-14 Director Drawn By KRH BWL Designer Quality Control JBE CJJ Proj. Arch. MEF 1405.00 SITE PLAN- PHASE III AND DETAILS Al mOl 0 •, :1 Om It 1b 4 1-1 4 if \,:,/ SCALE: N.T.S. 4 CURB RAMP PLAN DETAIL SCALE: 1/211=V-O" ROUND TOP 6" DIAMETER 7" DIAMETER SLEEVE PAVING AS CONC, FTG. 443S VER1 W/ 243 TIE VARIES -SEE LAYOUT PLAN 3/8" RADIUS TYPICAL #3'S AT 18" O.C.E.W. 1/2" PREMOLDED CONC. WALK 1/2" E.J. FILLER AT BITUMINOUS E.J. CONT. 30'-0" O.C. DOWEL IN SIDEWALK TO CURB • ° d. •. I A TYPICAL CONIC. WALK TYPICAL SIDEWALK/CURB 2 EXPANSION JOINT SCALE: 0=11 S006 SCALE 1112'=11 S009 •: "1 1 IN a • off �,IPA ■ ■ ■ ■ ■ • 1 1 • 1 1 0 M ESCUTCHEON PLATE ANCHOR TO PAVEMENT WITH CONC. ADHESIVE EXPANSION JT. SA -SO 01-366 ou ou o� TRAFFIC SIGN DETAILS SCALE W=11 FLAGPOLE AS SPECIFIED SAWCUT CONTROL JOINT CONC. WALK T n n TYP. CONCRETE WALK CONTROL JOINT SCALE: 111"=11 S007 PROVIDE CAP FOR SIGN POST, TYPICAL 12"18" SIGN SARGENT-SOWELL, INC. SIGNS P #09X345 AND #09X622 (BOTH BLUE \o AND WHITE ALUM. NON REFLECTIVE) o� r \ 0 (') O z CC C END CORNERS AND PULL TOP RAIL 1 5/8" O.D. PIPE POSTS 3" O.D. (2.875) GALV. PIPE 2.27 Ibs/ SO. FT. 10'-0" BETWEEN KNUCKLED SELVAGE ON TOP POSTS TYPICAL LINE POSTS- 2 3/8" O.D. (2.375) SCH. 40 GALV. PIPE AT 3.65 Ibs./FT.--,, 0 FINISH GRADE _ - Ir KNUCKLED SELVAGE '--NO.7 GA. BOTTOM ---� 0 ON BOTTOM TENSION WIRE (GALV.) m NOTE: ALL FENCE FABRIC TYPICAL 12" SHALL BE INSIDE OF FIELD CONCRETE AREAS. FOOTING 18" DIA. PIER REINF. WITH VERTICAL ELEMENTS 2" DIAMOND 11 GA. MESH ' AT 21,OVEC1 RT.AND#3X12"LONG VA" AT of 6' HIGH CHAIN LINK FENCE SCALE: 1/4"=1'-0" S508 11 REMOVABLE BOLLARD DETAIL SCALE: 3/4" = IIA' S026 12 FLAGPOLE DETAIL SCALE:1/2"=1'-0" PREFINISHED METAL CAP KING SIZE FACE BRICK, M COLOR'A' n, CAST STONE BULLNOSE, COLOR'C' m� KING SIZE FACE BRICK, COLOR'A' CID METAL WEDGES LIGHTNING SPIKE Doi 511 cc I U M 9'-1 1/4" CAMPUS NAME TO BE DETERMINED. S008 e 'e Imo.PAFM OR, n MONUMENT SIGN ., SCALE: 1/2"=l'-0" - _-- MARQUE SIGN W/ CHANGEABLE LETTER BOARD t M CONCRETE BASE W/ 1 CHAMFERED EDGE 6" 1 1/2" R=1R=1/ �� #3 BAR CONT. m co r• e a O an o a c _ o• .. a a .e'. e • e n a #3 BAR CONT. a1 CONCRETE CURB DETAIL SCALE:1 1/2"=1'-O" S005 DRY BRUSH FINISH CONCRETE PAVING #3's AT 18" ON CENTER CONCRETE CONCRETE EACH WAY CURB WALK BEYOND a. e a DOWEL D e.r...:,�,�� .._ EXPAN.JT. • .a • e e EXTERIOR DETAILS SIDEWALK RAMP DETAIL DOWELED EXP.JT. 5 SCALE: 3/4" =1'-O" S012 ROUND TOP OF CONC. AS SHOWN WHITE 6" DIAMETER STL. PIPE FILLED WITH CONC. 6" GRID (USE FOR PAVING AS SHOWN ON PLAN SYMBOL PATTERN 1 nvni IT nw vN SCALE: W=11 S038 SCALE:1/2"=1'-0" W 243 TIES 'I •• J 1'-4" 10 BOLLARD DETAIL SCALE: 3/4" = IIA" 14 NOT USED SCALE: N.T.S. ' 1 1 • . 1 —_ __VIA �Oro - u�m -r/1 `� r ' 1: 1: I SECTION'A' SECTION'B' 17 MONUMENT SIGN SECTIONS SCALE: 1/2"=V-0" FX PREFINSHED METAL CAP PLAN 'A' 10'-6 3/8" 8'-7 3/8" T T M MONUMENT SIGN PLANS SCALE: 1/2"=1'-0" 1 p_n" 16 TRICYCLE STORAGE CAGE SCALE: 1/2"=14" S026 PAVING V LKIARCH I T E C T S MARQUE SIGN FRAM NOM. CMU ING SIZE FACE RICK, TYPE'A' �JNCRETEBASE BEYOND VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 wwwmikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979,260.6963 www.mitchellandmorgan.com �J/la:aa►[tll►la7:� Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcdure.com �y �:i�l•� a��.v_� � a. [h 1.1 a as Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FICA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713,784.3212 www.fcadesign.com «il MH Vol IJ/GV I" ISSUE: SEPTEMBER 19, 2014 Revision No, - ?" x 1/4" PAINTED ANGLE Director Drawn By KRH CDP WELDED WIRE Designer Quality Control PAINTED JIBE CJJ • Proj, Arch, " x 1 1/2" x 1/4" M EF fED STL. ANGLE PAINTED 1405.00 kNGLE SITE DETAILS Al 002 n ENLARGED SERVICE YARD PLAN SCALE: 1/4"=14" 4" DIAMETER STD. STL. A PIPE POST X 8'-011 LONG, TYPICAL, WELD TOP CLOSED AND Cn1\In \Al%nTl_I 12-0" OVERALL DIM. PROVIDE 2 - 6'-0" GATES (1 PAIR) 5 DUMPSTER ENCLOSURE SCALE: 1/2"=14" 4 A1.03 SCREEN FEN 3/8" JOINT CI SEALANT 8" CMU, PAINT co co T T TYP. PLAN DETAIL SCALE: 11/211=1'-011 1 O.M. =113-0" Cn LU NOTE: POWDERCOAT ALL STEEL ITEMS TO MATCH SCREEN FENCING GATE ELEVATION J SCALE: 1 /2" = V-0" CEDAR FENCE BOARDS TACHED TO 21311/8" THICK L. TUBE GATE. 1RDWARE INCLUDES SOP -ROD, FOUR PAIR 50 USP HINGES AND - P917-USP-HASP, AND EO ST 2B SERIES PADLOCK 1111111W IX1/4" ( 1 1/2" X 3/16" STL. FRAME BRICK VENEER, REF ELEVATIONS WADI[C` / l\ CLOSE ALL GAPS 711 WITH STL. PLATE C6x8.2 "BILCO" MODEL KD-4 — 5'-0"x5'-0" FLOOR HATCH C45.4 WELD TO EA. STRINGER AND EXTEND TO C6x8.2 EA. SIDE 2-C45.4 STRINGERS - 16" APART 3/4" DIA. SOLID STL. BAR - RUNGS AT 12" O.C. LET INTO CHANNEL AND PLUG WELD LIGHT SWITCH U 0 CONC. PAD 3'x3' W/ #4'S AT 6" O.C. EA. WAY WALKWAY 1'-611 ,a . 4. n SECTION thru TYPICAL FLOOR HATCH ROUND TOP AND GRIND SMOOTH C6x8.2 ALL FOUR SIDES OF OPENING, EXTEND C6x8.2 EACH SIDE TO TOP CHORD JOIST NOTE: PAINT ALL LADDER STEEL WITH 2ND COAT OF SHOP PAINT AFTER WELDS C3X4.1 BRACE BACK TO STRUCT. EA. STRINGER SCALE: 1"=1'-0" MC195 U UUIYUI IL 1 L UU11U 6 DUMPSTER ENCLOSURE SCALE: 1/2"=T-0" AMA 1 1/2" DIAMETER STD. STEEL PIPE RAIL 1 1/4" DIA. STD. STEEL — PIPE RAIL 1 1/4" DIA. STD. STEEL 6"CEDAR PIPE HANDRAIL AT STAIR FENCE BOARDS ONLY 3/8"DIA. BENT ROD — 1 1/2" DIAMETER STD. STEEL TUBE 3/4" DIAMETER STEEL — ROD BEYOND 1 1/4" DIA. STLEEL PIPE RAIL LANDING OR FLOOR 'T 1111L.LL 1 I IVIYI "W.A. POWERS CO." T T T- /RADIUS =1" k (i 0 T N CV M - r N T �) _1 T CV nDETAIL AT RAMP GUARDRAIL SCALE: 1 1/2" = V-0" `7 f, T OPEN TION VLKJAR CHITECTS VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 W W W. vl ka rc h i tects. com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www,estesmeclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com ISSUED: SEPTEMBER 19, 2014 Revision No. 1 ADDENDUM NO.1 09-30-14 2 ADDENDUM NO.4 10-24-14 3 CITY RESPONSE 10-30-14 4 FOR CONSTRUCTION 11-18-14 Director Drawn By KRH CDP Designer Quality Control JIBE CJJ 1405.00 SERVICE YARD AND CRAWL SPACE DETAILS Al m03 • rvin,rm^ nnrrmie i irn LL C 4 TYPIC) SCALE: 1/2"=1 ACH AND REPAIR EXISTING ROOF NEEDED FOR WEATHER PROOF ASSEMBLY 4" DIAMETER STD. STL. PIPE POST X 9'-0" LONG, TYPICAL, I AND GRIND SMO cc Lr T Cr 0 mnimm MI QTGpi AAI mnireTPn nni CITGPI DAI 2'-0" I 2'-011 EXISTING ROOF SYSTEM DIAMET—ER—�I DIAMETER CRASH GATE ELEVATION )TING STRUCTURE _ S067 SCALE: 1/2„ - 1-0 3" x 2" SQUARE STEEL TUBE FRAME ')TING CEILING 1 BOLLARDS, REF.10/A1.02, POSITION AS SHOWN o STING CMU r t- 4"'THICK CONCRETE PAD 2-9" X 2'-9"; CENTERED ON POST, REINFORCE IN/ #6 BARS AT 12" O.C. EACH WAY CONC. CURB - "GATES, POSITION WITH *LEADING* ' REP. SITE PLAN ' EDGES- CENTERED IN ROADWAY REF. SITE.PLAN FOR', LOCATION OF ROADWAYS,, CHAIN LINK, GATES, AND FOR DIRECTION • . REF.13/A1.02 STL. PIPE W/ .622" I.D. X 6" • • • ' • • • • • •' OF GATE SWINGS • • . V1\ 1/2" DIA. SMOOTH HEX HEAD CHAIN LINK, . LONG WELD TO FACE OF GATE REF..13/A1.02 FRAME W FILLET WELD EA. BOLT WELDED TO GATE FRAME, KNOX BOX, •MOUNT ON- . / S CUT TO EXTEND 1 FROM FACE •CRASH.GATE X X X SIDE TO SECURE PIPE WITHOUT OF GATE TO FUNCTION AS A DISTORTING FACE OF GATE HOLDER FOR DROP ROD HANDLE ATE POST, REf.1JA1.06 1/2" DIA. STL. DROP ROD X 48" _ WELD TO 1/4" THK. HANDLE X CORE DRILL HOLES IN 2" WIDE X 51/2" LONG, RADIUS J PAVEMENT FOR 3/4" DIA. Q END OF GATE LEVER AND EASE STL. PIPE SLEEVE X 2" ALL EDGES TO ELIMINATE LONG, SET IN HOLE W/ SHARP EDGES TOP OF SLEEVE FLUSH PIPE SLEEVE TO ACCEPT • • ' • ' . ' ' •' . ' • • •W PAVEMENT AND GATE GROUT SECURELY WITHOUTVER' ALLOWING GROUT INTO AFTER INSTALLATION OF PIPE SLEEVE GATES 1/A O D PAVEMENT SURFACE REF. SITE PLAN 2 PARTIAL PLAN of CRASH GATE 3 CRASH GATE DETAIL SCALE: 1/4" =1'-0" SCALE: 1" = V-0" S068 2�4, VLKJAR CHITECTS VLK Architects, Inc. 7915 F.M. 1960 West, Suite 214 Houston, Texas 77070 Main Phone: 281.671.2300 www.vikarchitects.com Mitchell & Morgan, LLP TBPE NO F-1443 3204 Earl Rudder Fwy S. College Station, Texas 77845 Main Phone: 979.260.6963 www.mitchellandmorgan.com Estes, McClure & Associates, Inc. 3608 West Way Tyler, Texas 75703 Main Phone: 903.581.2677 www.estesmcclure.com Metro Structural Consultants 305 N.E. Loop 820, Suite 507 Hurst, Texas 76053 Main Phone: 817.284.8833 FCA Design, Inc. 2900 Wilcrest Drive, Suite 290 Houston, Texas 77042 Main Phone: 713.784.3212 www.fcadesign.com UA/ IA/LV 1-1 ISSUED: SEPTEMBER 19, 2014 Revision No. 1 ADDENDUM NO.1 09-30-14 Director Drawn By KRH CDP Designer Quality Control J BE CJJ Proj. Arch. MEF 1405.00 SITE DETAILS VW 4 n 11 4 4 1 Al m06