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HomeMy WebLinkAboutDrawingsi GRATE INLET #DS -1 f / I EAST CORDON IRON WORKS - - -- — / DUAL (2)�-•V-4880-1 GRATE & V-4881-2 FRAME X -EXPANSION JO11�T �X-EXPANSION•JQINT _' -- -- yt r i YF.t •.i aEtBr PROPOSED UG ELE ;� ?' `', -•E' r, ; F;.t; '?� r :F `F• � r _ — _ _ _ -- - 'f � t:: `} - - "f ._._ .._..:.' '�G_,_.w,.t.._t_ t:i''PL;: a::;.:ii»tr .it..: •.it,_ a. E _ — r••' " SEE ELEC. PLANQdt 'r- Lu J. Lu / X -EXPANSION JOINT �(_ _ __ 1 '-' -- _ _ _. I F• Q f - ^"• , t ' i f r 1( 11 1 18" RCP d( 18" RCP I CONCRETE TO • ♦ \ v j n REMOVE CONCR ' , CONC. 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GAS a: , ,. ,,r BOLLARD TO BE REMOVED N "`jt.-! z EQUIPME , ,• p SERVICE?•. }:: }:: - / o o I �, PROPOSED::}:: :•,-�:•�.' a. &REPLACED 'i „ , _ _ r I X -UG EC _ _ BUILDING _'7.. EQUIPMENT PROP. 2 :; c w ¢ .� --------- F� C 5�:: rr F': WATER o j i A •:. BUILDINGS , t CH WIDE X 48" DEEP H : • yG : ?:,_: a 28 -FEET X24 iN ESV w F- •� I t�.. , _`�: ' s ^-tri WORKS v v w c� DRAIN EASTJORDON IRON W Zi ¢ i TRENCH V-7348 TRENCH GRATE & FRAME : ? INSTALL HOSE BIB ON EXTERIOR`WALL A g Ui= w , CONNECTION IN BUILDING J >- I 48 -INCH FRAMES &TRENCH FRAME ENDS PRESSURE WASHER w - >t u tt Y•.,T .,` t t. p•`,.1. / X 24” DEEP '�� / + ¢ w 68 -FEET X12 aNCH WIDE > t r:� ON IRON WORKS TRENCH DRAIN EAST JORD V-7344TRENCH GRATE & FR ,� " M w Fi =t :a• MMES & TRENCH FRAME/ENDS _48-iNCHR -G b R I C CONCRETE f E E •-- _ -.'.= `t::• r•� `'t; is LICENSED P UMBER TO TERMIN LINE SIZ (FIELD VERIFY EXACT LOCATION) —_.. ___ ___ — — •-- — - -- __. _.. SINE PLAN II li i i I —•~ EXISTING ASPHALTP i ( LEGEND L PAVEMENT , 6" SEDIMENT TRAP DRAIN LINE—T/C TOPOF BETE , TC TOP OF CURB �; , ;} i l VEMEN X EXISTING EX .� r -i .: . • �, i A ; �\ PSpxPLT P I •Y,/�, r'�':�/`; j;! i � ' - ✓ /j;� , iI p, �., f., F, ,/Ii / .- f•,,�: ', �+iii,; / �� • t I I a.10+00 i I JUNCTION BOX #DS -3 BASELINE @ CL PIPE I i 3.5'X3.5' 9+50 N48°07' 36'W _ 11 0 5 10 1 ,25103.550 . } W 4" SEDIMENT TRAP DRAIN_ .lN ! l �~ ALE: V=10' t -----_--.�---=--------------`�•�� _ , 18"RCP �•. � X -SAN. MH 1 _. _• 1 T/MH256.55 r 6"FL251.47 BASELINE @ CL PIP Z d ij �'�• uol 10 ask/ i �. RADE AREA TO DRAiN `, w • .' - �',,' :, ` . . i1 �� ON BOX #DS -4, •�:..' ":'.;�:- STA. 10+54.76 • ..,� -''�• . ..�" ,•..,, . :.:.4 I I it L .'�; _= •:..-:".. x. 255.51 i 11 l a� '� 2 5.63 I \--:,_-''' `3` - + , 1.32.21•tl' `"• x � 75 SY TRIM 1255.52 EXISTING ASPHALT PAVEMENT�8'F BASE MATERIAL TO BE SALVAGED �; lr � `X112 GMP &REPLACED BY CONI`RACTOR. 3 „ f 88'- 12ffCMP@0.7% TPV 4:1 .. �' • . 8171 " =Hai , (TO BE REMOVED) S \ X Orr _ f ,yt}t ; t j X 255,0 �,. 255.46 " c �r,7 •� m;.. h 255:45 / �:I•ti ��' u:; i ".; -, ��• �\7 OQ � co PSPxPLT'P 24" RCP REVIEWED F 25 � M �C•. t j 1 ` JUN 2 1 2012 7 <.; �'r ){ 1 FL253.85\ j 24" �T #DS -5 �� C<rLi1C' + ir�1! 1 14 `\ STA:1�+�5.9$ DEVELOPMENT SEAVi ES lf, ` GRADE\AREA TO DRAIN PLAT FILED: X -12"C PFL251.99 1-1 �•RE IEl ED FO GRADE TO DRAINCOMPLIANCE / ,:. • :- a ✓ 250 JUN 2 2 2012 24" SET � z=` G L�to I E ,f CIo 1 ENGINEERING � SCALE. 7 SY ROCK 3 w.�:• :C.'=`z. �- S.- ✓ I H:'i" =20' RIP RAP Lo cn 4.1 rLn I`t 50 SY TRM d t`£- b 2 4 5 _ EROSION CONTROL N N (MAINTAIN SEDIMENT ON SITE) _ NER PROFILE . . . . . . . . . . . . NOTE: NESTER ENGINEERING COMPANY IS NOT ;' ::.::=? . ; :c.•;; .,:.:, '' :.:.: RESPONSIBLE FOR THE ACCURACY OF THE :..: :.:..:::...:::.••.'.•.:....... ....... _ .........:.. TOPOGRAPHIC SURVEY WORK SHOWN ON NOTE: ILITIES AND SHALL THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. NESTER, P.E. NO. 69104 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION O OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING NESTER ENGINEERING COMPANY -FIRM NO. F-3476 -February 10, 20'12. ALTERATION OFA SEALED CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ELEVATIONS AND DIMENSIONS PRIOR TO DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS BENCHMARK DIGTESS: 1-800-DIGTESS CONSTRUCTION BY EXPOSING ALL EXISTING ENGINEERING PRACTICE ACT. "X" CHISLED IN CONCRETE AT SIDEWALK LOCATION FOR CONSTRUCTION*,. CITY OF COLLEGE STATION LINES AND CONNECTION POINTS. *RELEASED SHOWN ON PLANS. ELECTRICAL GILBERT MARTWEZ - 764-3660 ATMOS -KIMBERLY WINN - - 821- 06 TOPOGRAPHIC SURVEY PROVIDED BY ELEVATION 258.36 WATER - BUTCH WILLIS - 764-3660 VERIZGN - BRENDA ViDOCK - 82'(-4770 SANITARY SEWER -BUTCH WILLIS - 764-366q SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429 TKM SOLUTIONS (979) 204-'1249. _S, NO - SANITARY NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. ❑ ❑ R E 'V i S 1 O N S P ROJ ECT: *. 0 MICHAEL G. *NESTE"R COEGE STATONVElllC� WAu RACK 0 69104 - PD W COLLEGE STATION, BRAZOS COUN Y TEXAS J.�* �i o O R'DFILE oAS OF 8 S - S E T S DATE: MARCH 2012TWO doO U Op PLANIP DRAWN: M.G.H. O 0 D g CHECKED: M.G.H- `. ��j' \l, � I f f t:• .' (-fit:' •', 1ti: � _,�� �- �� _-•r'_'•�' ��� .:.-•"'- •....."••-•-- .',,.•L•• t • i / •y. I.\,f �t I.av •�,\ _.•..-` _..•••+- -�� !_ .,+•_"_'.- err ( . X257.5 ' ti1: t. i.�� �•.�Y �y ny-d t,'• �• .i.\,IU•L.��.:�3 - �`\ •�,^- _..-•^-. _ An .av . • �'`r .. 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FL256.00 I I FL252.72 Bit I ( RT TOP OF CONC @ CUR 6.00' -' I SAND TRAP DISCHARGE IPE 7" 1 I FL(OUT)253.94 ( I ( L� I ( cM�T� 250 250 7tt '� 7"I j 1 6'X'6'6' IN ERIOR DIMENSION SAND TRAP N -FLOW PIPE I JU�CTION BOX #DS -6 8. �� FL(oUT)254.1 I I } -INLET I:1-25.1.9`? i 2,85' WIDE X.SS L ONIG -X2,95' DEEP 40 8+ 5 8 50 =46.2 CF S T OIDIAGE 9 00 245 245 77+6 - .�. NOTE: :'.: .^ ' ' `"•�.:` ..;`- _ �� S G COMPANY IS NOS .;..:, HESTER ENGINEE RIN.T RESPONSIBLE FOR THE ACCURACY OF THE ..:. • ..:>: ...:,.: .; ;•:;.'.; ?:; t:...':_ " NOT;:: TOPOGRAPHIC SURVEY WORK SHOWN ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOdUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING HESTER ENGINEERING COMPANY - FIRM NO. F-3476 - February 10, 2012, ALTERATION OF A SEALED DIGTESS: 1-800-DIGTESS ELEVATIONS AND DIMENSIONS PRIOR TO DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS "X" CHISLED IN CONCRETE AT SIDEWALK LOCATION CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING ENGINEERING PRACTICE ACT. SHOWN ON PLANS, ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION POINTS, ELEVATION 258.36 WATER - BUTCH WILLIS - 764-3660 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY R E L. E AS Ef D FOR CONSTRUCT I NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. SANITARY SEWER. BUTCH WILLIS - 7643660 SUDDENUNK - CHRISTOPHER GOOTEE 979-595-2429 TKM SOLUTIONS (979) 204-1249. MOL SHEET NO- R E V I S I O N S PROJECT: OF ❑ ❑ � �P�� r�9 j COLLEGE STAON VEHICLE WASH RACK PROJECT No. PWO qq qq O �* 1 1 O MICHAEL G. HESTER � � COLLEGE ST,mT1 BRAZOS COUf�TY TEXAS DATE: MARCH 2012 DRAWN: M.G.H. oVNIEK00 o O 0PROFILEF`sS/o F�NAI OF 8 SHEE=TS CHECKED: M -G -H- � I V BAR #4 X 16" LONG DOWELS @ 12"O.C, Y SAWCUT �. ' I I I I I f I I i I I �. K:. i,•'«�_I `• `• �:,:tr;�.�i , _ 2'-0" 1 #4@12"o,C. 1 T—c II d d 11 II II d II d d 1- i BAR C �� r �� � , �� r r ------1 T-3/4,1 — �T— i 1 I Ir i i --_I n #4912" o.C. I 2'-0" ► 1 L _ _ �I . _11 �I _ 1 I ( 11 �) _IIS �I BAR V 1 I BARB I i i + � I I I i 1 1 I I I I \ \\ I L _--J PROPOSED PAVEMENT1 #4@12°O.C. 3'-3 1/2" _ 1 1 1 18" RCP 6" SAW CUT i -1- -I- I #4 DOWELS ------_ EXISTING PAVEMENT MATCH X- PVM'T. SLOPE. - EXISTING PAVEMENT 3'p" 8" 1 BEAM PROPOSED PAVEMENT 0 - C) CONCRETE I 18" RCP EJIW GRATE INLET - - - _ _ - — �t V BAR BEAM MATCH X-PVM.T. SLOPE #4 DOWELS @12"O.C. n 18" #4@12 O.C. Il BARB CONST. JNT. (TYP.) 2'-7" 7" 1711 2-3/4" (TYP.) DRAINAGE STRUCTURE #DS -1 SCALE: 1 "=3' 7" THE, SURFACE OF THE CONCRETE, PLASTIC REBAR CHAIRS ARE REQUIRED TO SUPPORT THE RESAR, ° NON COLLEGE STATION i 1 I Ir i i --_I n #4912" o.C. I 2'-0" ► 1 L _ _ �I . _11 �I _ 1 I ( 11 �) _IIS �I BAR V 1 I BARB I i i + � I I I i 1 1 I I I I \ \\ I L _--J PROPOSED PAVEMENT1 #4@12°O.C. 3'-3 1/2" _ 1 1 1 18" RCP 6" SAW CUT i -1- -I- I #4 DOWELS ------_ EXISTING PAVEMENT MATCH X- PVM'T. SLOPE. - EXISTING PAVEMENT 3'p" 8" 1 BEAM PROPOSED PAVEMENT 0 - C) CONCRETE I 18" RCP EJIW GRATE INLET - - - _ _ - — �t V BAR BEAM MATCH X-PVM.T. SLOPE #4 DOWELS @12"O.C. n 18" #4@12 O.C. Il BARB CONST. JNT. (TYP.) 2'-7" 7" 1711 2-3/4" (TYP.) DRAINAGE STRUCTURE #DS -1 SCALE: 1 "=3' 7" MANHOLE LID & FRAME #4@12"O.C. #4@6n O.C.B.W. BAR V 9'10-1/2" 6" T-6" 6" 3„ ( 611 #4 4 -_ l I I 7" THK, REINFORCED CONCRETE i- #4@12"O.C.B.W. 2-3/4" -DOWEL TO EXISTING CONC. PAVEMENT: , . < ; .,• << • • , �.. ;. . • , , , ; �� < DOWEL #5 BARS, 16 -INCH LONG (8 -INCH °_ _ _ ��'. .�_' .. : _ `_ ``o,_ �.--, , : '`' _•'" _ INTO EXISTING CONCRETE PAVEMENT) :L` <;• s : ,''t.. •d «:'='F :4 : • 4 i @ 18''O.C. -SEE DETAIL ST4-02 FOR STORM DRAIN LINE BACKFILL -SEE STANDARD DETAIL 3-00 FOR JOINT RECOMMENDATIONS �/`� j��� 6" DEPTH CHEMICAL STABILIZATION ANY TED AND/OR UN 50TABLE MATERIAL AND COMPACT /�T i PICAL PAVEMENT SECTION 7" - - 4 -- - -L - .._. -n- _ �.._� _ _ .._, SELECT BACKFILL TO 98-PERCENT- 1'_6�, f STD. PROCTOR DENSITY PER ASTM 611 24" RCP D698 TO WITHIN 0 TO 4 -PERCENT OF #4@12"O.C.B.W. OPTIMUM MOISTURE CONTENT. 13r'on 61 JUNCTION BOX #DS '4 SCALE: 1"=3' 12" 1 X -CONCRETE PAVEMENT @ X-EXPAN JNT. 12n ��� 6n #4@18"O.C.$.W. - - - - •- - - - - - - -- - - - -� ` - — 1 - - - - - -- - - �- - STA.8+36.42 3/4" CHAMFER (TYP.) 4:0" TOP OF TRENCH GRATE ' —_ SWALE FL - . •, .4 1r-6" RCP _ _ _ _ _. _ _ 2i_Ona: ���7" MANHOLE 7" BARD LID & FRAME 1: RCP t'.. . 6" - -. - T'} • -} 21-011 24" SAFETY END TREATMENT #DS -5 16" BAR D INTERIOR BEAM f GROUT FLOOR SCALE:1 "=3' l `�!/ - TO DRAIN . i 24 WIDE TRENCH ��� _ H DRAIN - I TRENCH GRATE & FRAME j 11 ._ #4@12"O.C.B.W, I- - - _ - _ _ ��� 7 2 7 BARD ...... .,:�.t. rte.• �-� �• _••� ��._�I�:.�� �•_^-�, ��� •• 20' _ - TRENCH GRATE DROP SECTION -- �- �� -1= 6 CURB SEE COGS EXISTING PAVEMENT TRENCH GRATE &FRAME STD. DETAIL ST1-02 STA. 8+36.42 -' -^ t�-.-i •== --' . �, r -r_ -tom- mac., a I 'i ' DOWEL TO EXISTING PAVEMENT n C D SCALE: 1"--3' -M L = • = L,--- .--,e- .-. — -. CONNECT X -DISCHARGE LINE 1 2 7" CONCRETE@2% - ., ,:. -- .._ ..�.. - - . . - :.:.: am.:. .1 .4 : •� Y 7,, (t J @2% -� - = .,>- -� --- -�- -• ,r•- - °- --�-- �,, --�-- •-•°- -°• -- -°- --- °-• -°- -° - X -CURB - 9.88'@8% -- 2.00' - - 5.31'@8% SAWCUT A (° REMOVE ANY SATURATED AND/OR X-EXPAN. JNT. 256.14 DEPTH CHEMICAL I ( UN -STABLE MATERIAL AND COMPACT X -CONCRETE PAVEMENT- 256.5 MANHOLE LID & FRAME 44@12"O.C. STABILIZATION TO OF GRATE 12" ADS DOUBLE WALL ; K� ,1 GROUT BOTTOM TO DRAIN r #4@12"O.C. BACKFILL TO 98 -PERCENT STD. HPDE PIPE W/ DURASLOT 6n 6 (SMOOTH FINISH) 1 PROCTOR DENSITY PER ASTM D698 '�' : - 7 INE TEL 55,7 IN TOP #4@6"O.C.B.W. 1'-4"Ip g" TD Wi I Hill O TO 4 -PERCENT OF T-2" 1'-6" --°-- DOWEL TO X -SEDIMENT TRAP EJIW V-4348 ' V-7344 I' —"`) � OPTIMUM MOISTURE CONTENT.. - DOWEL `�' ' "�� "�-�' \ ,� v / A 4 2 __ _ fs +.......a ;;F�= `�lj�`�/`�!/ I n .�\\\ / 16" DOWEL 7" ? X -SEDIMENT TRAP r 171' FOR 12" cn ,,,:.: B 2 1 I ' (w BARD =1-: r. -.., \ /_ fes,\ \ CEMENT STABILIZED , r- �\ / I 2 -O \ 7 i• 21-011 _°- C 9.6' 10.1' - 2.71` FOR 24" I BACKFILL �'r' :;: / /y��\ INTERIOR a j /�/\y'�/ ° 7' B I--7 : �G�l% b BEAM `\\_ , `� -- -� D 8.4' 8.9' #4@12"O.C. - '._ \/j \\; I --1 7 , n I / I 71 1 1 - E 4" 2„ � : „ BAR D TRENCH DRAIN CROSS SECTION _ _ 2-0 �\ i 1 INR10—BEM l �:.: r , \ , SCALE: 1"=3` 4' t 6" 6'� ( #4@12"O.G °I #4@12"O.C. 1 4'p n CONNECT X -DISCHARGE LINE 18 RCP ( I #4@12 O.C. I GENERAL NOTES: BAR c I I I #4 ► ' GROUT BOTTOM TO DRAIN TO BELOW MANHOLE LID #4@12 O.C. BAR C 1 VARIES �. 6'-0" ( _ #4@12"O.C.' l 16" ( -- r� GROUT BOTTOM -ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT COLLEGE STATION STANDARD SPECIFICATIONS & -ELECT BORROW MATERIAL IF REQUIRED SHALL HAVE A PLASTICITY INDEX (PI) OF 10 TO 20, 16" 1 BARB I `' _� 1 �/ 1 �r TO DRAIN TO I BAR C #4@12"O.C. DETAILS. -CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE OF SITE DURING CONSTRUCTION AND NOT ALLOW L- - - - - - - - - '- - °- - - �'- / l' ELOW MANHOLE -ALL CONSTRUCTION SHALL BE INSPECTED BY A REPRESENTATIVE OF THE CITY ENGINEERS OFFICE AND IT SEDIMENT TO LEAVE THE SITE. I 6'-8 1/2" I ��/ it BARD ° #4@12"O.C. ( 16" 0 T CONTACT THE REPRESENTATIVE TO ASSURE -CONTRACTOR SHALL COORDINATE EQUIPMENT & MATERIAL STORAGE PLACEMENT & WORK AREAS WITH 7" -�� BAR B -. 7" 8�, 1 l\ } SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 0 T \ I - COMPLIANCE. OWNER PRIOR TO WORK. 6'-O"I 8" BAR D -NO HEAVY EQUIPMENT OR STOCK PILING OF MATERIAL WILL BE ALLOWED WITHIN THE DRIPLINE OF THE -ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITIES STANDARD SPECIFICATIONS FOR STREET BAR C REMAINING TREES. CONSTRUCTION UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS OR ON THE DRAWINGS. f -CONTRACTOR SHALL KEEP ALL STREETS CLEAR OF MUD AND DEBRIS AT ALL TIMES, -BID AMOUNTS INCLUDE COSTS FOR ALL INCIDENTAL WORK. SECTI QN � SOUTH END CTI- #DS -6 -IN ALL INSTANCES REMOVE TOP LAYER OF ORGANIC MATERIAL PRIOR TO BEGINNING FILL STA: 8+65.59 6' -On -THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE CONSTRUCTION ACTIVITIES ON SITE BY THE CONCRETE: SCALE: 1"=3' USE OF HAY BALES OR SEDIMENTATION FENCING AND SHALL BE RESPONSIBLE FOR OBTAINING THE TCEQ PERMIT FOR EROSION CONTROL AND SILT PROTECTION, IF REQUIRED. -ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4 -INCH. -THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NO!) WITH THE APPROPRIATE AGENCY -REINFORCING STEEL -SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2 -INCHES FROM REVIEWED FOR COMPLIANCE .JUN 2 2 2012 IN ORDER TO COMPLY WITH EPA / TCEQ REQUIREMENTS. SAID N01 SHALL BE FILED TWO DAYS BEFORE THE, SURFACE OF THE CONCRETE, PLASTIC REBAR CHAIRS ARE REQUIRED TO SUPPORT THE RESAR, ° I S I COLLEGE STATION CONSTRUCTION BEGINS, IF REQUIRED -LL STRUCTURES, SHALL BE CONSTRUCTED USING CONCRETE HAVING 5.5 SACKS OF CEMENT PER CUBIC YARD CONCRETE BEAM -ALL MUD AND DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING SEPARATED FROM VEHICLES AND A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. d #4@1200.C.B.W. qi o 8" 1 BEAM 7" Jl I -THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT CONTROL DEVICES AFTER THE BAR C 4-1/2" 8° J BAR B 1T-1/2" CONSTRUCTION IS COMPLETE AND THE PLANTED AREAS HAVE BEEN STABILIZED. MANHOLE LID & FRAME #4@12"O.C. #4@6n O.C.B.W. BAR V 9'10-1/2" 6" T-6" 6" 3„ ( 611 #4 4 -_ l I I 7" THK, REINFORCED CONCRETE i- #4@12"O.C.B.W. 2-3/4" -DOWEL TO EXISTING CONC. PAVEMENT: , . < ; .,• << • • , �.. ;. . • , , , ; �� < DOWEL #5 BARS, 16 -INCH LONG (8 -INCH °_ _ _ ��'. .�_' .. : _ `_ ``o,_ �.--, , : '`' _•'" _ INTO EXISTING CONCRETE PAVEMENT) :L` <;• s : ,''t.. •d «:'='F :4 : • 4 i @ 18''O.C. -SEE DETAIL ST4-02 FOR STORM DRAIN LINE BACKFILL -SEE STANDARD DETAIL 3-00 FOR JOINT RECOMMENDATIONS �/`� j��� 6" DEPTH CHEMICAL STABILIZATION ANY TED AND/OR UN 50TABLE MATERIAL AND COMPACT /�T i PICAL PAVEMENT SECTION 7" - - 4 -- - -L - .._. -n- _ �.._� _ _ .._, SELECT BACKFILL TO 98-PERCENT- 1'_6�, f STD. PROCTOR DENSITY PER ASTM 611 24" RCP D698 TO WITHIN 0 TO 4 -PERCENT OF #4@12"O.C.B.W. OPTIMUM MOISTURE CONTENT. 13r'on 61 JUNCTION BOX #DS '4 SCALE: 1"=3' 12" 1 X -CONCRETE PAVEMENT @ X-EXPAN JNT. 12n ��� 6n #4@18"O.C.$.W. - - - - •- - - - - - - -- - - - -� ` - — 1 - - - - - -- - - �- - STA.8+36.42 3/4" CHAMFER (TYP.) 4:0" TOP OF TRENCH GRATE ' —_ SWALE FL - . •, .4 1r-6" RCP _ _ _ _ _. _ _ 2i_Ona: ���7" MANHOLE 7" BARD LID & FRAME 1: RCP t'.. . 6" - -. - T'} • -} 21-011 24" SAFETY END TREATMENT #DS -5 16" BAR D INTERIOR BEAM f GROUT FLOOR SCALE:1 "=3' l `�!/ - TO DRAIN . i 24 WIDE TRENCH ��� _ H DRAIN - I TRENCH GRATE & FRAME j 11 ._ #4@12"O.C.B.W, I- - - _ - _ _ ��� 7 2 7 BARD ...... .,:�.t. rte.• �-� �• _••� ��._�I�:.�� �•_^-�, ��� •• 20' _ - TRENCH GRATE DROP SECTION -- �- �� -1= 6 CURB SEE COGS EXISTING PAVEMENT TRENCH GRATE &FRAME STD. DETAIL ST1-02 STA. 8+36.42 -' -^ t�-.-i •== --' . �, r -r_ -tom- mac., a I 'i ' DOWEL TO EXISTING PAVEMENT n C D SCALE: 1"--3' -M L = • = L,--- .--,e- .-. — -. CONNECT X -DISCHARGE LINE 1 2 7" CONCRETE@2% - ., ,:. -- .._ ..�.. - - . . - :.:.: am.:. .1 .4 : •� Y 7,, (t J @2% -� - = .,>- -� --- -�- -• ,r•- - °- --�-- �,, --�-- •-•°- -°• -- -°- --- °-• -°- -° - X -CURB - 9.88'@8% -- 2.00' - - 5.31'@8% SAWCUT A (° REMOVE ANY SATURATED AND/OR X-EXPAN. JNT. 256.14 DEPTH CHEMICAL I ( UN -STABLE MATERIAL AND COMPACT X -CONCRETE PAVEMENT- 256.5 MANHOLE LID & FRAME 44@12"O.C. STABILIZATION TO OF GRATE 12" ADS DOUBLE WALL ; K� ,1 GROUT BOTTOM TO DRAIN r #4@12"O.C. BACKFILL TO 98 -PERCENT STD. HPDE PIPE W/ DURASLOT 6n 6 (SMOOTH FINISH) 1 PROCTOR DENSITY PER ASTM D698 '�' : - 7 INE TEL 55,7 IN TOP #4@6"O.C.B.W. 1'-4"Ip g" TD Wi I Hill O TO 4 -PERCENT OF T-2" 1'-6" --°-- DOWEL TO X -SEDIMENT TRAP EJIW V-4348 ' V-7344 I' —"`) � OPTIMUM MOISTURE CONTENT.. - DOWEL `�' ' "�� "�-�' \ ,� v / A 4 2 __ _ fs +.......a ;;F�= `�lj�`�/`�!/ I n .�\\\ / 16" DOWEL 7" ? X -SEDIMENT TRAP r 171' FOR 12" cn ,,,:.: B 2 1 I ' (w BARD =1-: r. -.., \ /_ fes,\ \ CEMENT STABILIZED , r- �\ / I 2 -O \ 7 i• 21-011 _°- C 9.6' 10.1' - 2.71` FOR 24" I BACKFILL �'r' :;: / /y��\ INTERIOR a j /�/\y'�/ ° 7' B I--7 : �G�l% b BEAM `\\_ , `� -- -� D 8.4' 8.9' #4@12"O.C. - '._ \/j \\; I --1 7 , n I / I 71 1 1 - E 4" 2„ � : „ BAR D TRENCH DRAIN CROSS SECTION _ _ 2-0 �\ i 1 INR10—BEM l �:.: r , \ , SCALE: 1"=3` 4' t 6" 6'� ( #4@12"O.G °I #4@12"O.C. 1 4'p n CONNECT X -DISCHARGE LINE 18 RCP ( I #4@12 O.C. I GENERAL NOTES: BAR c I I I #4 ► ' GROUT BOTTOM TO DRAIN TO BELOW MANHOLE LID #4@12 O.C. BAR C 1 VARIES �. 6'-0" ( _ #4@12"O.C.' l 16" ( -- r� GROUT BOTTOM -ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT COLLEGE STATION STANDARD SPECIFICATIONS & -ELECT BORROW MATERIAL IF REQUIRED SHALL HAVE A PLASTICITY INDEX (PI) OF 10 TO 20, 16" 1 BARB I `' _� 1 �/ 1 �r TO DRAIN TO I BAR C #4@12"O.C. DETAILS. -CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE OF SITE DURING CONSTRUCTION AND NOT ALLOW L- - - - - - - - - '- - °- - - �'- / l' ELOW MANHOLE -ALL CONSTRUCTION SHALL BE INSPECTED BY A REPRESENTATIVE OF THE CITY ENGINEERS OFFICE AND IT SEDIMENT TO LEAVE THE SITE. I 6'-8 1/2" I ��/ it BARD ° #4@12"O.C. ( 16" 0 T CONTACT THE REPRESENTATIVE TO ASSURE -CONTRACTOR SHALL COORDINATE EQUIPMENT & MATERIAL STORAGE PLACEMENT & WORK AREAS WITH 7" -�� BAR B -. 7" 8�, 1 l\ } SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 0 T \ I - COMPLIANCE. OWNER PRIOR TO WORK. 6'-O"I 8" BAR D -NO HEAVY EQUIPMENT OR STOCK PILING OF MATERIAL WILL BE ALLOWED WITHIN THE DRIPLINE OF THE -ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITIES STANDARD SPECIFICATIONS FOR STREET BAR C REMAINING TREES. CONSTRUCTION UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS OR ON THE DRAWINGS. f -CONTRACTOR SHALL KEEP ALL STREETS CLEAR OF MUD AND DEBRIS AT ALL TIMES, -BID AMOUNTS INCLUDE COSTS FOR ALL INCIDENTAL WORK. SECTI QN � SOUTH END CTI- #DS -6 -IN ALL INSTANCES REMOVE TOP LAYER OF ORGANIC MATERIAL PRIOR TO BEGINNING FILL STA: 8+65.59 6' -On -THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE CONSTRUCTION ACTIVITIES ON SITE BY THE CONCRETE: SCALE: 1"=3' USE OF HAY BALES OR SEDIMENTATION FENCING AND SHALL BE RESPONSIBLE FOR OBTAINING THE TCEQ PERMIT FOR EROSION CONTROL AND SILT PROTECTION, IF REQUIRED. -ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4 -INCH. -THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NO!) WITH THE APPROPRIATE AGENCY -REINFORCING STEEL -SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2 -INCHES FROM REVIEWED FOR COMPLIANCE .JUN 2 2 2012 IN ORDER TO COMPLY WITH EPA / TCEQ REQUIREMENTS. SAID N01 SHALL BE FILED TWO DAYS BEFORE THE, SURFACE OF THE CONCRETE, PLASTIC REBAR CHAIRS ARE REQUIRED TO SUPPORT THE RESAR, V I S I COLLEGE STATION CONSTRUCTION BEGINS, IF REQUIRED -LL STRUCTURES, SHALL BE CONSTRUCTED USING CONCRETE HAVING 5.5 SACKS OF CEMENT PER CUBIC YARD ENGINEERING -ALL MUD AND DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING SEPARATED FROM VEHICLES AND A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. OR EQUIPMENT LEAVING THE SITE SHALL BE REMOVED FROM THE STREET IMMEDIATELY. -ALL CONCRETE CONNECTIONS SHALL BE OBTAINED BY DOWELS AT ALL CONNECTING FACES WITH 16 -INCH -THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT CONTROL DEVICES AFTER THE LONG NO. 5 SMOOTH REINFORCING BARS ON 12 -INCH CENTERS. THE CONNECTIONS SHALL BE PROVIDED WITH CONSTRUCTION IS COMPLETE AND THE PLANTED AREAS HAVE BEEN STABILIZED. 1/2 -INCH: EXPANSION JOINT MATERIAL (NON EXTRUDING FILLER) ALONG THE ENTIRE LENGTH AND SHALL BE -THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A HEALTHY GROUND COVER IN AREA'S CAULKED' WITH SONNEBORN SL -1 OR AN APPROVED EQUAL DEPTH OF DOWEL EMBEDMENT SHALL BEA _ :.:. .. AFFECTED BY THE CONSTRUCTION. -EXCAVATE AND REMOVE ALL UNSTABLE AND/OR SATURATED SOILS PRIOR TO PLACEMENT OF ANY FILL / MINIMUM OF 8 -INCHES. OHE J -THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TPLACEMENT OF ALL PAVEMENT JOINTS TO NOTE:3. MATERIAL OR CONCRETE TO AVOID SETTLEMENT. ASSURE THERE WILL BE NO CRACK'S IN THE FINISHED CONCRETE HESTER ENGINEERING COMPANY IS NOT ::.:.• ...LC- :.... :' `: `=:•• ••• `. RESPONSIBLE FOR THE ACCURACY OF THE ' . ...: :,::..: ::_.:::. ....::.:...::....,.,:. , : • .: NOTE: TOPOGRAPHIC SURVEY WORK SHOWN ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 R E V I S I O N S BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING HESTER ENGINEERING COMPANY - FIRM NO. F-3476 - February 10, 2012. ALTERATION OF A SEALED "X" CHISLED IN CONCRETE AT SIDEWALK LOCATION DIGTESS: 1-800-DIGTESS ELEVATIONS AND DIMENSIONS PRIOR TO DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS SHOWN ON PLANS. CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING ENGINEERING PRACTICE ACT. ELEVATION 258.36 ELECTRICAL GILBERT MARTINEZ : 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION POINTS. WATER - BUTCH WILLIS - 764-3660 VERIZON - BRENDA VIDOCK - B21-4770 TOPOGRAPHIC SURVEY PROVIDED BY RELEASE'D FOR C ION NOTE: WHEN SCALING PLOTTED SHEETS'CHECK BAR SCALE FOR ACCURACY. SANITARY SEWER - BUTCH WILLIS - 764-3660 SUDDENLINK - CHRISTOPHER GOOTEE 979-59S-2429 TKM SOLUTIONS (979) 204-1249. PROJECT: ❑ ❑ OF % SHEET NO. COLUGE STATION VEM WASH RACK L� C� PROJECT NO. PWI lot 0 �•/ MICHAEL G. HESTER DATE: MARCH 2012 COLLEGE STATION, BRAZOS COUNTY, TEXAS --d 69104 20 ❑ p � VIV O URM TWO d 0 gWjOg � p gg '`� cENs�oG�zw . MISCELLANEOUS �sS,ONAL �TAIL CHECKED. M.G.H. � 'J � OF 8 SHEETS 13,-3 5/8"SYNKOFLEX WATERSTOP (( #4@24"O.C. SOLID GROUTED CELLS 13'-28" AROUND PERIMETER 'vN ,'.•✓ '�, ar \;'\! \ '(/ /.tet; �:r ti/\.. ` 8" NOTE; ( FIRST COURSE OF CMU CONCRETE FILLED •':r.'j •X 'a. �t' 'i!� T:`" :C 'r• .••SE\�.'•;.` �.•• i .r ..\( �,� %..4 ' '�,•� \' r' .. . �l� �' . •�. .. `•:{' '�� ! , ,.��, 8" OMIT CMU AT OPENINGS - SEE 4. • - .CMU PRESSURE WASHER; (COMPLETE IN PLACE) *nm 208 V, 3 PHASE, 20 HP, 50 AMP ELEC, MOTOR` 7.8 GPM, 3000 PSI 720,450 BTU/HR, 4" HEATING COIL, NATURAL GAS NOTE; UL 1776 STANDARD ' > LOCATION OF ELECTRICAL GAS & `JK� WATER SERVICE LOCATIONS PER t' '' '> % PRESSURE WASHER SUPPLIERS EQUIPMENT RECOMMENDATIONS. 7-118'1 Q LIGHT FIXTURE 7'-1050 WATER SERVICE, \t X,i ,fir �/•%, GAS SERVICE �. PLAN FOR LOCATIONS. . c' hI #3@12"O.C.E.W. IN CENTER OF SLAB COMPRESSIBLE FILLER CAULK I (' --CT-- --- -- 41/211 . SIDEWALK ( ( X\ 10 MIL POLYETHELENE #4 SMOOTH DOWEL ' ' I:a i`//�//'�c!\;\�%'':,f��'� /�r'' 8" DOWEL TO EXTEND ( I �'`• ' . ! . '•. : ; r .'.: 3' ABOVE SLAB p�- r 3'-118,1 5'-38" -- Z" EXP. JT, 2-#4 FOUNDATION PLAN 8" FLOOR PLAN NOTE: SCALE: EXTEEDGE BEAM EXTERIOR PAINT ON CMU SHALL MATCH SCALE: E =1E SCALE: 1"-2', EXISTING EQUIPMENT BUILDING 8" NOMIINAL CONCRETE MASONARY UNITS METAL TRIM I ;IMUM CUT MASONARY UNITS TO SLOPE METAL ROOF ----�___,_-- METAL ROOF @ 1:12 )ND BEAM 3/8" DIA, EXPAN. ANCHOR RADE EAVE CENTER BEAM VENT BY HOTSY (0 A E) BOND BEAM CONTINUOUS AROUND NTS PERIMETER OF BUILDING BOND BEAM METAL TRIM NTS LOUVERED VENT HIGH EAVE TRIM X12"@24"O.C. VAPOR BARRIER 2i -011 WRAP EXTERIOR rte' - - - - - - - - _ ' WITH PVC DOWEL 3/$" DIA. EXPAN. ANCHOR 12 411 W/STD, HOOK MATCH VERTICAL I ; /1`�,'r'� `''�. @ 32" O.C. MAXIMUM REINFORCEMENT COMPACTED SOIL (SIZE & SPACING) i`//�//'�c!\;\�%'':,f��'� /�r'' 8" DOWEL TO EXTEND ( I �'`• ' . ! . '•. : ; r .'.: 3' ABOVE SLAB p�- r 3'-118,1 5'-38" -- Z" EXP. JT, 2-#4 FOUNDATION PLAN 8" FLOOR PLAN NOTE: SCALE: EXTEEDGE BEAM EXTERIOR PAINT ON CMU SHALL MATCH SCALE: E =1E SCALE: 1"-2', EXISTING EQUIPMENT BUILDING 8" NOMIINAL CONCRETE MASONARY UNITS METAL TRIM I ;IMUM CUT MASONARY UNITS TO SLOPE METAL ROOF ----�___,_-- METAL ROOF @ 1:12 )ND BEAM 3/8" DIA, EXPAN. ANCHOR RADE EAVE CENTER BEAM VENT BY HOTSY (0 A E) BOND BEAM CONTINUOUS AROUND NTS PERIMETER OF BUILDING BOND BEAM METAL TRIM NTS LOUVERED VENT HIGH EAVE TRIM I LOUVERED VENA _ #4 CONTINUOUS (°- - - - - o- . -� ALUMINUM 2" THK, �< ; PAINTED CMU (CUALK AS REQUIRED) I .% \` EAST ELEVATION- PAINTED CMU LOUD EAVE DOWEL TO SIDEWALK ( / �;. \r NTS SOUTH ELEVATION HIGH EAVE SCALE: "-2' NTS GENERAL NOTES NORTH ELEVATION . CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE MASONRY NOTES "_2 , BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACf 318• SCALE: 12' -MASONRY CONSTRUCTION SHALL CONFORM TO REFERENCED BUILDING CODE, - -ALL CONCRETE FOR FOOTINGS SHALL BE NORMAL WEIGHT CONCRETE AND HAVE A MINIMUMACI-531, AND ACI -531R. -„,�,,•:•;.:.+r. r:,:•,_._,• . • COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH AT 28 DAYS. t - - - -- - - -- - -- - - -= - - -HOLLOW CONCRETE MASONRY UN{TS SHALL CONFORM TO ASTM C90, LIGHT ; -- _•, - - - - -,- - •- - - - --'._.�• t:::�t,�•.;� i L='•:•,•- _ _ - - -- - - -- I WEIGHT, TYPE N7, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1350 PSI ON THE - - ` - - - - - - -ALL CONCRETE FOR SLABS ON GRADE SHALL BE NORMAL WITH CONCRETE AND HAVE A - - - - - , - 1- - - - - - - - - - �t.,� ( I - ---- - - - - COMPRESSIVE STRENGTH OF 4000 POUND PER SQUARE INCH AT AT 28 DAYS, NET AREA OF THE BLOCK. = :r;; • I I , -DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL COMPLY WITH ACI "MANUAL -MORTAR SHALL CONFORM TO ASTM A 76, TYPE S, WITH A MINIMUM COMPRESSIVE - -' -- - - - - - - - - - - - - _ STRENGTH OF 1800 PSL r - -I` OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). I TRENCH DRAIN / , -DEFORMED STEEL REINFORCING BARS SHALL CONFORM TO ASTM A 615 WITH SUPPLEMENTARY -COARSE GROUT SHALL CONFORM TO ASTM A76 WITH A MAXIMUM AGGREGATE , � ; I I �__._ `./_II SIZE OF 3/8 -(NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 ! '- - - - - - - - - = - - -;- .- - - --- -•- -- •- - -•._ __. _ I REQUIREMENTS S1, GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185... PSI AT 28 •��?=�” i � `�'i �":�`T��'�ue-�=Tom-'-= '-' ".•.'-r�,�.: - .! ��t.rr•i..n1:.w✓-.'L'LF1w ' 1 - :. 1.L•.. hE .. et 3 - :•W -.•^ ` Y.�si t ) 5 .•�F f t . .;t D d , ... t, r ... .. �.. E`-. .t _. . i <. . ..�i.h•.i'r-�••�1:: aTi. -PROVIDE 10 -MIL POLYETHYLENE - x z, ws,ai, .t�ri�,,. ,.. 1� :... t� �.�., v �� t� , g . e: ;, err, E : ,.: _r�_ r �,F :a., .:. �1, ,,:i YLENE VAPOR BARRIER UNDER BUILDING LAB. DAYS. _ - - - __ - _.,:� �_ I �,1 t B� ,3. it �, i Ul 1NCS ---- - is : -.-. •f x+, .u:ty.,=}:i .w•- �•Y1PP y k• c.= to 7 r t 3: WR€:: s `t C. 9 n s+,�; ,t{r= .�, - - I — — — — = _ — — — _.. ;.�5 _a,E'zy:t_i:.i ;T ...;ziq}l..v ,. `��I. Ei�t'•�a'ri`Fa;..,. '1 _ — _ _. — o°,.�--t cs�,tT—s.T�.,,�'c..�,�'�S.S:.a,':�=�`.'lt .•s:��a •,x . 'S�fP•,. t — _[. — — — PROPOSED ELECTRICAL SER `ICE -� _ _ _ - - - - _ _ _ ."15W -•. _ _ _ -ANCHOR BOLTS SHALL BE HOT DIP GALVANIZED AND MEET ASTM 307. -CONCRETE SHALL CONFORM TO ACI 318 WITH A MAXIMUM AGGREGATE SIZE OF Y ` REMOVE & - '- - _ 1 DOWEL TO PROP. CURB '- EVIEWE® FOUNDATION NOTES AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. e - & X -SIDEWALK I J CURB I ;=, I `•: C p�� EXCAVATION AND FOOTINGS SHALL BE NEAT. PLACE CONCRETE IMMEDIATELY AFTER EXCAVATION -ALL CELLS CONTAINING VERTICAL REINFORCING STEEL LINTEL BEAMS AND BOND `;< = ,: 13 2� i Y-REPLACE f - I t+��P AND INSPECTION. WATER ACCUMULATION IN FOOTING EXCEEDING 1 -INCH SHALL BE PUMPED OUT. BEAMS SHALL BE FILLED SOLID WITH COARSE GROUT OR CONCRETE AS DESCRIBED y.` ABOVE. ;,'SPIR_OPO_ SED:; :' r..*' :'_; ;,' `+:;':~t.fr.i :t•':, • •:,, .•,..+. o -s ovE RHEAD sP BAYER -,.: --rviiA ' SUN 2 2 2092DEWALKPRIMER &PAINT OF EXT CMU . L L L ACRYLIC BLOCK FILL PRIMER @ 200 S. F. PER GALLON PROPOSENG D _ `f': t A TION < EXISTING EEI�I EQUIPMENT'_ EQUIPMENT 100°lo ACRYLIC, MATCH EXISTING EQUIPMENT BUILDING COLOR BUILDING ?: ' >'.• -Zt, EQUIPMENT ELEC +•' BUILDING PROP. GAS SERVICW �► LL, NOTE: PROP. WATER SERVICE 5 > w FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES. W da 2 4 10 SCALE V-6' PLAN VIEW SCALE: 1"=10' I NOTE: - '.f ", %.,,. •41..>' HESTER ENGINEERING COMPANY IS NOT ;:.._•:.:: • .:•`'' NOTE: RESPONSIBLE FOR THE ACCURACY OF THE7. ::'....:..: :.'. •:'::: ..r':.:::::::::::•: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL TOPOGRAPHIC SURVEY WORK SHOWN ONTHIS PROJECT, THE CONTRACTOR SHALL 8E I: BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HEST TING IO P.E. NO. 69104 SEALED "X' CHISLED IN CONCRETE AT SIDEWALK LOCATION DIGTESS: 1-800-DIGTESS ELEVATIONS AND DIMENSIONS PRIOR TO HESTER ENGINEERING COMPANY -FIRM NO. F-3476 -February 10, 2012. ALTERATION OF A SEALED SHOWN ON PLANS, CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ELEVATION 258,3 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION SING A ENGINEERING PRACTICE ACT. NOTE: WHEN Std WATER -BUTCH WILLIS - 764-3560 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY ALINC PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. SANITARY SEWER - BUTCH WILLIS - 764-3660 SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429 TKM SOLUTIONS (979) 204-1249. . ........ *RELEASED FOR CONSTRUCTION � R E V I S I O N S PROJECT: ❑ - N O _ CO�EG� STATION W2011 WASH RACK � s I -I � � -r- PRO]ECT NO. PW1 X01 � � d p ,�P�E o� T��9 - DATE: MARCH 2012 *, ® �r M{CHAELG.HEST\ERDRAWN: M.G.H. COLLEGE STATION, BRAZOS CouNTYf EXAS 69104 CHECKED: M.G.H. TOO? lovNinE BE WE� 99 VE 20 dD�O V&V URK& 770 00 O' /OIV1000 ENT BUILD ETAILS FSS /ANAL ENG OF 8 SHEETS - - - - - - - - _ ' :�` •--_. CONTINUOUS CONTINUOUS BOND BEAMMETAL BOND BEAM CLOSURE .. ---' �"'--_----_- ROOF @ 1:12 ~~�'""'--- 12 411 TXT -8" METAL DOOR FRAME, PAINTED, W/HARDWARE, TO MATCH EXISTING EQUIPMENT BUILDING (CUALK AS REQUIRED) 1oI • METAL ROOF METAL RgOF 8.00' METAL ROOF 3/8" DIA, EXPAN. ANCHOR @ 32" O.C. MAXIMUM „7� . •, t �; . < , CLOSURE 8' TO FF 8.6T 8" NOMINAL CMU WITH3/8" JOINT REINFORCEMENT AS SPECIFIED , 3/8"DIA. EXPAN. ANCHOR 32" O, . CMAXIMUM ` .'" `' ' : '�C CONCRETE 8°X8"X16" CONCRETE MASONARY I LOUVERED VENA _ #4 CONTINUOUS (°- - - - - o- . -� ALUMINUM 2" THK, �< ; PAINTED CMU (CUALK AS REQUIRED) I .% \` EAST ELEVATION- PAINTED CMU LOUD EAVE DOWEL TO SIDEWALK ( / �;. \r NTS SOUTH ELEVATION HIGH EAVE SCALE: "-2' NTS GENERAL NOTES NORTH ELEVATION . CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE MASONRY NOTES "_2 , BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACf 318• SCALE: 12' -MASONRY CONSTRUCTION SHALL CONFORM TO REFERENCED BUILDING CODE, - -ALL CONCRETE FOR FOOTINGS SHALL BE NORMAL WEIGHT CONCRETE AND HAVE A MINIMUMACI-531, AND ACI -531R. -„,�,,•:•;.:.+r. r:,:•,_._,• . • COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH AT 28 DAYS. t - - - -- - - -- - -- - - -= - - -HOLLOW CONCRETE MASONRY UN{TS SHALL CONFORM TO ASTM C90, LIGHT ; -- _•, - - - - -,- - •- - - - --'._.�• t:::�t,�•.;� i L='•:•,•- _ _ - - -- - - -- I WEIGHT, TYPE N7, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1350 PSI ON THE - - ` - - - - - - -ALL CONCRETE FOR SLABS ON GRADE SHALL BE NORMAL WITH CONCRETE AND HAVE A - - - - - , - 1- - - - - - - - - - �t.,� ( I - ---- - - - - COMPRESSIVE STRENGTH OF 4000 POUND PER SQUARE INCH AT AT 28 DAYS, NET AREA OF THE BLOCK. = :r;; • I I , -DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL COMPLY WITH ACI "MANUAL -MORTAR SHALL CONFORM TO ASTM A 76, TYPE S, WITH A MINIMUM COMPRESSIVE - -' -- - - - - - - - - - - - - _ STRENGTH OF 1800 PSL r - -I` OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). I TRENCH DRAIN / , -DEFORMED STEEL REINFORCING BARS SHALL CONFORM TO ASTM A 615 WITH SUPPLEMENTARY -COARSE GROUT SHALL CONFORM TO ASTM A76 WITH A MAXIMUM AGGREGATE , � ; I I �__._ `./_II SIZE OF 3/8 -(NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 ! '- - - - - - - - - = - - -;- .- - - --- -•- -- •- - -•._ __. _ I REQUIREMENTS S1, GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185... PSI AT 28 •��?=�” i � `�'i �":�`T��'�ue-�=Tom-'-= '-' ".•.'-r�,�.: - .! ��t.rr•i..n1:.w✓-.'L'LF1w ' 1 - :. 1.L•.. hE .. et 3 - :•W -.•^ ` Y.�si t ) 5 .•�F f t . .;t D d , ... t, r ... .. �.. E`-. .t _. . i <. . ..�i.h•.i'r-�••�1:: aTi. -PROVIDE 10 -MIL POLYETHYLENE - x z, ws,ai, .t�ri�,,. ,.. 1� :... t� �.�., v �� t� , g . e: ;, err, E : ,.: _r�_ r �,F :a., .:. �1, ,,:i YLENE VAPOR BARRIER UNDER BUILDING LAB. DAYS. _ - - - __ - _.,:� �_ I �,1 t B� ,3. it �, i Ul 1NCS ---- - is : -.-. •f x+, .u:ty.,=}:i .w•- �•Y1PP y k• c.= to 7 r t 3: WR€:: s `t C. 9 n s+,�; ,t{r= .�, - - I — — — — = _ — — — _.. ;.�5 _a,E'zy:t_i:.i ;T ...;ziq}l..v ,. `��I. Ei�t'•�a'ri`Fa;..,. '1 _ — _ _. — o°,.�--t cs�,tT—s.T�.,,�'c..�,�'�S.S:.a,':�=�`.'lt .•s:��a •,x . 'S�fP•,. t — _[. — — — PROPOSED ELECTRICAL SER `ICE -� _ _ _ - - - - _ _ _ ."15W -•. _ _ _ -ANCHOR BOLTS SHALL BE HOT DIP GALVANIZED AND MEET ASTM 307. -CONCRETE SHALL CONFORM TO ACI 318 WITH A MAXIMUM AGGREGATE SIZE OF Y ` REMOVE & - '- - _ 1 DOWEL TO PROP. CURB '- EVIEWE® FOUNDATION NOTES AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. e - & X -SIDEWALK I J CURB I ;=, I `•: C p�� EXCAVATION AND FOOTINGS SHALL BE NEAT. PLACE CONCRETE IMMEDIATELY AFTER EXCAVATION -ALL CELLS CONTAINING VERTICAL REINFORCING STEEL LINTEL BEAMS AND BOND `;< = ,: 13 2� i Y-REPLACE f - I t+��P AND INSPECTION. WATER ACCUMULATION IN FOOTING EXCEEDING 1 -INCH SHALL BE PUMPED OUT. BEAMS SHALL BE FILLED SOLID WITH COARSE GROUT OR CONCRETE AS DESCRIBED y.` ABOVE. ;,'SPIR_OPO_ SED:; :' r..*' :'_; ;,' `+:;':~t.fr.i :t•':, • •:,, .•,..+. o -s ovE RHEAD sP BAYER -,.: --rviiA ' SUN 2 2 2092DEWALKPRIMER &PAINT OF EXT CMU . L L L ACRYLIC BLOCK FILL PRIMER @ 200 S. F. PER GALLON PROPOSENG D _ `f': t A TION < EXISTING EEI�I EQUIPMENT'_ EQUIPMENT 100°lo ACRYLIC, MATCH EXISTING EQUIPMENT BUILDING COLOR BUILDING ?: ' >'.• -Zt, EQUIPMENT ELEC +•' BUILDING PROP. GAS SERVICW �► LL, NOTE: PROP. WATER SERVICE 5 > w FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES. W da 2 4 10 SCALE V-6' PLAN VIEW SCALE: 1"=10' I NOTE: - '.f ", %.,,. •41..>' HESTER ENGINEERING COMPANY IS NOT ;:.._•:.:: • .:•`'' NOTE: RESPONSIBLE FOR THE ACCURACY OF THE7. ::'....:..: :.'. •:'::: ..r':.:::::::::::•: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL TOPOGRAPHIC SURVEY WORK SHOWN ONTHIS PROJECT, THE CONTRACTOR SHALL 8E I: BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HEST TING IO P.E. NO. 69104 SEALED "X' CHISLED IN CONCRETE AT SIDEWALK LOCATION DIGTESS: 1-800-DIGTESS ELEVATIONS AND DIMENSIONS PRIOR TO HESTER ENGINEERING COMPANY -FIRM NO. F-3476 -February 10, 2012. ALTERATION OF A SEALED SHOWN ON PLANS, CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ELEVATION 258,3 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION SING A ENGINEERING PRACTICE ACT. NOTE: WHEN Std WATER -BUTCH WILLIS - 764-3560 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY ALINC PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. SANITARY SEWER - BUTCH WILLIS - 764-3660 SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429 TKM SOLUTIONS (979) 204-1249. . ........ *RELEASED FOR CONSTRUCTION � R E V I S I O N S PROJECT: ❑ - N O _ CO�EG� STATION W2011 WASH RACK � s I -I � � -r- PRO]ECT NO. PW1 X01 � � d p ,�P�E o� T��9 - DATE: MARCH 2012 *, ® �r M{CHAELG.HEST\ERDRAWN: M.G.H. COLLEGE STATION, BRAZOS CouNTYf EXAS 69104 CHECKED: M.G.H. TOO? lovNinE BE WE� 99 VE 20 dD�O V&V URK& 770 00 O' /OIV1000 ENT BUILD ETAILS FSS /ANAL ENG OF 8 SHEETS - - - - - - - - _ ' :�` •--_. CONTINUOUS CONTINUOUS BOND BEAMMETAL BOND BEAM CLOSURE .. ---' �"'--_----_- ROOF @ 1:12 ~~�'""'--- 12 411 • METAL ROOF METAL RgOF 8.00' METAL ROOF 3/8" DIA, EXPAN. ANCHOR @ 32" O.C. MAXIMUM „7� . •, t �; . < , CLOSURE 8' TO FF 8.6T 8" NOMINAL CMU WITH3/8" JOINT REINFORCEMENT AS SPECIFIED , 3/8"DIA. EXPAN. ANCHOR 32" O, . CMAXIMUM ` .'" `' ' : '�C CONCRETE 8°X8"X16" CONCRETE MASONARY 8' 6" TO F.F. ' ; ' ' HIGH EAVE GIRT LINTEL UNITS - TYPICAL #4 CONTINUOUS SEALED SLAB , , : r•. CONCRET SLAB y;` CONCRETE LOW EAVE GIRT BOND BEAM r JOINT REINFORCEMENT I LOUVERED VENA _ #4 CONTINUOUS (°- - - - - o- . -� ALUMINUM 2" THK, �< ; PAINTED CMU (CUALK AS REQUIRED) I .% \` EAST ELEVATION- PAINTED CMU LOUD EAVE DOWEL TO SIDEWALK ( / �;. \r NTS SOUTH ELEVATION HIGH EAVE SCALE: "-2' NTS GENERAL NOTES NORTH ELEVATION . CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE MASONRY NOTES "_2 , BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACf 318• SCALE: 12' -MASONRY CONSTRUCTION SHALL CONFORM TO REFERENCED BUILDING CODE, - -ALL CONCRETE FOR FOOTINGS SHALL BE NORMAL WEIGHT CONCRETE AND HAVE A MINIMUMACI-531, AND ACI -531R. -„,�,,•:•;.:.+r. r:,:•,_._,• . • COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH AT 28 DAYS. t - - - -- - - -- - -- - - -= - - -HOLLOW CONCRETE MASONRY UN{TS SHALL CONFORM TO ASTM C90, LIGHT ; -- _•, - - - - -,- - •- - - - --'._.�• t:::�t,�•.;� i L='•:•,•- _ _ - - -- - - -- I WEIGHT, TYPE N7, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1350 PSI ON THE - - ` - - - - - - -ALL CONCRETE FOR SLABS ON GRADE SHALL BE NORMAL WITH CONCRETE AND HAVE A - - - - - , - 1- - - - - - - - - - �t.,� ( I - ---- - - - - COMPRESSIVE STRENGTH OF 4000 POUND PER SQUARE INCH AT AT 28 DAYS, NET AREA OF THE BLOCK. = :r;; • I I , -DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL COMPLY WITH ACI "MANUAL -MORTAR SHALL CONFORM TO ASTM A 76, TYPE S, WITH A MINIMUM COMPRESSIVE - -' -- - - - - - - - - - - - - _ STRENGTH OF 1800 PSL r - -I` OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). I TRENCH DRAIN / , -DEFORMED STEEL REINFORCING BARS SHALL CONFORM TO ASTM A 615 WITH SUPPLEMENTARY -COARSE GROUT SHALL CONFORM TO ASTM A76 WITH A MAXIMUM AGGREGATE , � ; I I �__._ `./_II SIZE OF 3/8 -(NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 ! '- - - - - - - - - = - - -;- .- - - --- -•- -- •- - -•._ __. _ I REQUIREMENTS S1, GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185... PSI AT 28 •��?=�” i � `�'i �":�`T��'�ue-�=Tom-'-= '-' ".•.'-r�,�.: - .! ��t.rr•i..n1:.w✓-.'L'LF1w ' 1 - :. 1.L•.. hE .. et 3 - :•W -.•^ ` Y.�si t ) 5 .•�F f t . .;t D d , ... t, r ... .. �.. E`-. .t _. . i <. . ..�i.h•.i'r-�••�1:: aTi. -PROVIDE 10 -MIL POLYETHYLENE - x z, ws,ai, .t�ri�,,. ,.. 1� :... t� �.�., v �� t� , g . e: ;, err, E : ,.: _r�_ r �,F :a., .:. �1, ,,:i YLENE VAPOR BARRIER UNDER BUILDING LAB. DAYS. _ - - - __ - _.,:� �_ I �,1 t B� ,3. it �, i Ul 1NCS ---- - is : -.-. •f x+, .u:ty.,=}:i .w•- �•Y1PP y k• c.= to 7 r t 3: WR€:: s `t C. 9 n s+,�; ,t{r= .�, - - I — — — — = _ — — — _.. ;.�5 _a,E'zy:t_i:.i ;T ...;ziq}l..v ,. `��I. Ei�t'•�a'ri`Fa;..,. '1 _ — _ _. — o°,.�--t cs�,tT—s.T�.,,�'c..�,�'�S.S:.a,':�=�`.'lt .•s:��a •,x . 'S�fP•,. t — _[. — — — PROPOSED ELECTRICAL SER `ICE -� _ _ _ - - - - _ _ _ ."15W -•. _ _ _ -ANCHOR BOLTS SHALL BE HOT DIP GALVANIZED AND MEET ASTM 307. -CONCRETE SHALL CONFORM TO ACI 318 WITH A MAXIMUM AGGREGATE SIZE OF Y ` REMOVE & - '- - _ 1 DOWEL TO PROP. CURB '- EVIEWE® FOUNDATION NOTES AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. e - & X -SIDEWALK I J CURB I ;=, I `•: C p�� EXCAVATION AND FOOTINGS SHALL BE NEAT. PLACE CONCRETE IMMEDIATELY AFTER EXCAVATION -ALL CELLS CONTAINING VERTICAL REINFORCING STEEL LINTEL BEAMS AND BOND `;< = ,: 13 2� i Y-REPLACE f - I t+��P AND INSPECTION. WATER ACCUMULATION IN FOOTING EXCEEDING 1 -INCH SHALL BE PUMPED OUT. BEAMS SHALL BE FILLED SOLID WITH COARSE GROUT OR CONCRETE AS DESCRIBED y.` ABOVE. ;,'SPIR_OPO_ SED:; :' r..*' :'_; ;,' `+:;':~t.fr.i :t•':, • •:,, .•,..+. o -s ovE RHEAD sP BAYER -,.: --rviiA ' SUN 2 2 2092DEWALKPRIMER &PAINT OF EXT CMU . L L L ACRYLIC BLOCK FILL PRIMER @ 200 S. F. PER GALLON PROPOSENG D _ `f': t A TION < EXISTING EEI�I EQUIPMENT'_ EQUIPMENT 100°lo ACRYLIC, MATCH EXISTING EQUIPMENT BUILDING COLOR BUILDING ?: ' >'.• -Zt, EQUIPMENT ELEC +•' BUILDING PROP. GAS SERVICW �► LL, NOTE: PROP. WATER SERVICE 5 > w FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES. W da 2 4 10 SCALE V-6' PLAN VIEW SCALE: 1"=10' I NOTE: - '.f ", %.,,. •41..>' HESTER ENGINEERING COMPANY IS NOT ;:.._•:.:: • .:•`'' NOTE: RESPONSIBLE FOR THE ACCURACY OF THE7. ::'....:..: :.'. •:'::: ..r':.:::::::::::•: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL TOPOGRAPHIC SURVEY WORK SHOWN ONTHIS PROJECT, THE CONTRACTOR SHALL 8E I: BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HEST TING IO P.E. NO. 69104 SEALED "X' CHISLED IN CONCRETE AT SIDEWALK LOCATION DIGTESS: 1-800-DIGTESS ELEVATIONS AND DIMENSIONS PRIOR TO HESTER ENGINEERING COMPANY -FIRM NO. F-3476 -February 10, 2012. ALTERATION OF A SEALED SHOWN ON PLANS, CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ELEVATION 258,3 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION SING A ENGINEERING PRACTICE ACT. NOTE: WHEN Std WATER -BUTCH WILLIS - 764-3560 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY ALINC PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. SANITARY SEWER - BUTCH WILLIS - 764-3660 SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429 TKM SOLUTIONS (979) 204-1249. . ........ *RELEASED FOR CONSTRUCTION � R E V I S I O N S PROJECT: ❑ - N O _ CO�EG� STATION W2011 WASH RACK � s I -I � � -r- PRO]ECT NO. PW1 X01 � � d p ,�P�E o� T��9 - DATE: MARCH 2012 *, ® �r M{CHAELG.HEST\ERDRAWN: M.G.H. COLLEGE STATION, BRAZOS CouNTYf EXAS 69104 CHECKED: M.G.H. TOO? lovNinE BE WE� 99 VE 20 dD�O V&V URK& 770 00 O' /OIV1000 ENT BUILD ETAILS FSS /ANAL ENG OF 8 SHEETS ELECTRICAL SPECIFICATIONS , A. Before submittinga proposal, all bidders shall carefully examine the Drawings and Specifications, E. Identi# each n - - y pa elboard with a whits on black nameplate of engraved laminated plastic, having 1/4 visit the site and check the proposed location of all new facilities to be installed. Bidders shall hi h letters f 1 IbeV ELECTRICAL SYMBOLS FLUORESCENT LIGHTING FIXTURE SWITCH: SPST, 20A, 120/277V DUPLEX WALL RECEPTACLE, NEMA 5-15R, 15A, 125V OR NEMA 5-20R, 20A, 125V. GFi GROUND FAULT INTERRUPT PROTECTED RECEPTACLE WP WEATHERPROOF WHILE IN USE, COVER C MOUNTED 6" ABOVE COUNTER 48 MOUNTED 48" ABOVE FINISHED FLOOR IG ISOLATED GROUND RECEPTACLE USE DIFFERENT COLOR RECEPTACLES PANELBOARD DISCONNECT (SAFETY) SWITCH "200/3/150" �� DENOTES AMPERES/POLE/FUSE, "NF" DENOTES NON-FUSED DRAWING DETAIL REFERENCE KEY REFER TO �--DRAWING/DETAIL NUMBER RE: 1 /E3.2 E3.2 SHEET NUMBER DRAWING LIST E1.0 ELECTRICAL LEGEND AND SPECIFICATIONS E2.0 ELECTRICAL PLAN fully inform themselves in detail, as to all existing conditions, limitations, available clearances g rim y secured to the pane oard front. and shall thoroughly check all obstructions which are to be removed or relocated to permit F. Branch circuit breakers to be used for switching of fluorescent lighting circuits shall be marked "SWD." installation t n of new facilities. Failure on the part of any bidder and/or Contractor to familiarize himself with all existing conditions as may be encountered or enumerated above, will not be C. Branch circuit. breakers to be used for service to AC condensing units shall be marked "HACR." considered sufficient justification to request or obtain any extra compensation over and above the contract H. Panels indicated with space for future breakers shall have bus, mounting holes and knockouts price. nlnrineLoam in the front cover for the future breakers. B. All materials and equipment installed in this. project shall be new and in first class condition except as indicated on the Drawings. Where equipment material is subject to UL it 1. Nameplate: Each ponelboard shall have an engraved bakelite nameplate. Nameplates shall P p sal be shall be so labeled. approval, (M) eas-sus white with black letters and show panel designation. Nameplates shall be attached with stainless steel screws. C. Work under this Division shall be constructed in strict conformance with pertinent City.ond State Building Codes. Where these Specifications are more stringent, they shall take precedence. in J. Di rectory Card: Place a neat, carefully typewritten directory card identifying the load served <L case of conflict, obtain a decision from the Architect. by each branch circuit in the frame on the panel door, under a clear plastic cover. Spares D. All work under these Divisions of the Specifications has been designed in an attempt to avoid and spaces shall be written with erasable pencil for future use. conflicts for space during the installation of the work by all crafts involved in the project. It is -SUPPQRTIN DEVICES AND HANGERS r�-r the responsibility of each Contractor concerned to coordinate with all crafts to utilize the space available in the most efficient manner. Drawings are not to be scaled for the location of fixtures and equipment; reference shall be made to appropriate Architectural Drawings for dimensioned, or otherwise shown, locations. A. Provide a system of supporting devices and hangers for support or bracing of conduit, electrical equipment; including safety switches, fixtures, panelboards, outlet boxes, junction boxes, and cabinets. E. Coordinate with Mechanical and Plumbing Sections, such that all items which require electrical B. ACCEPTABLE MANUFACTURERS power, will be compatible with electrical services shown on the . Electrical Drawings. 01. Enrico Products, Inc. F. GUARANTEE - Before final payment is made, each Contractor and Subcontractor performing work covered by these Divisions of the Specifications shall guarantee, in writing, that the 02. Steel City, work performed is free of defective materials and faulty workmanship and shall remain so for a period 03. Minerallac. of 1 year from the date of substantial completion or acceptance by the Owner. The guarantee shall cover the replacement of any defective materials and correction of any faulty workmanship 04. Rayco Fastners. without additional cost to the Owner. C. Provide appropriate supporting means as detailed on Drawings. BASIC MAIERiALS AND METHOD� D. Unless otherwise directed in Specifications or Drswin s, rovide appropriate gsupporting devices and hangers for electrical equipment from this list of Caddy fasteners: A. The Drawings are diagrammatic and are intended to show the locations of outlets, devices, 01. "Z" purlin clips - 1-1/4" maximum conduit. fixtures, and arrangement and control of circuits only. Exact locations shall be determined by actual measurement at the building and/or by reference to the Architectural Drawings. _ „ 02. Conduit clips 2 maximum conduit. B. CONDUIT (ALL CONDUIT USED iN THE BUILDING SHALL:) 03. Beam clamps (rod hanger clamps and vertical flange clamps) for support of threaded rods. 01. Be EMT in sizes up to 4", In building interior or were not exposed to damage. 9 _ " 04. Beam clamps (set screw type) 2 maximum conduit. 02. Be made by a manufacturer in the USA, foreign made conduit will not be accepted. 05. Beam clumps p (universal) for support of boxes and 03. Sear the stamped approval of the NBFA and be approved by the Architect and Engineer. combination conduit hanger clamps. 04. Where entering panels, pull boxes, junction boxes, or outlet boxes, be secured in place 06. Combination push -in conduit clips - 1" maximum conduit. with locknuts and insulated bushings inside.. Threaded rigid conduit to have locknuts both inside and outside. " D7, Combination conduit hanger clamps = 2 maximum conduit. 05. Where EMT is employed, be connected by concrete tight compression type connectors. 08• Flexible conduit clips - 1" maximum flexible conduit. Set screw or indenter connectors are not acceptable. 09. Special combination conduit clips - 1" maximum conduit. 06. Not be smaller than 3/4" trade size. 10. One hole steel straps. ELECTRICAL SYMBOLS FLUORESCENT LIGHTING FIXTURE SWITCH: SPST, 20A, 120/277V DUPLEX WALL RECEPTACLE, NEMA 5-15R, 15A, 125V OR NEMA 5-20R, 20A, 125V. GFi GROUND FAULT INTERRUPT PROTECTED RECEPTACLE WP WEATHERPROOF WHILE IN USE, COVER C MOUNTED 6" ABOVE COUNTER 48 MOUNTED 48" ABOVE FINISHED FLOOR IG ISOLATED GROUND RECEPTACLE USE DIFFERENT COLOR RECEPTACLES PANELBOARD DISCONNECT (SAFETY) SWITCH "200/3/150" �� DENOTES AMPERES/POLE/FUSE, "NF" DENOTES NON-FUSED DRAWING DETAIL REFERENCE KEY REFER TO �--DRAWING/DETAIL NUMBER RE: 1 /E3.2 E3.2 SHEET NUMBER DRAWING LIST E1.0 ELECTRICAL LEGEND AND SPECIFICATIONS E2.0 ELECTRICAL PLAN W N F-- I Q � N Q O z O U z O Q 0 0 LJ V) U_LLLL� DRAWN BYi HBK CHECKED BY HBK r. - ;r:t.rrr tri ••:r..r •a.. r. HWL©-'B;KVH4_ 01-26-12 I . The use of Types AC or MC cables (BX, Greenfield, etc.) shall be limited to the final 11. Conduit hangers 4" maximum conduit. connections to fluorescent light fixtures. All other uses are prohibited. E. Secure conduits to within 3' of each outlet box, junction box, cabinet and fitting and at intervals C. OUTLET AND JUNCTION .BOXES . not to exceed 10' in accordance with current edition of the National Electrical Code. 01. Where outlet boxes are shown on the Plans for lights, provide on approved galvanized F. Install clamps secured to structure for feeder and other conduits routed against the structure. g p pp g a zed Use drop rods and hangers to support conduits run apart from the structure. octagon .box. :Where required by the number of .connecting conduits provide Steel City 54171-3/4 or 54171-1 boxes, Because of the need for acoustical isolation, boxes shall G. Provide and install suitable angle iron, channel iron or steel metal framing not be installed back-to-back in walls and partitions. or brace electrical equipment g 9 wi h accessories to support t including safety switches, fixtures and panelboards. 02. Outlet boxes for switches shall be standard galvanized switch boxes :of the required n H. Paint all supporting metal not otherwise protected, with of gangs. Switch boxes on ex osed whin shaft be hand o e -- q umber coat if appropriate pto masurroundingp th rust inhibiting primer and then with a finish p b x s o� approved equal. `Usematch the , metal surfaces. (Prepainted or galvanized 'support g y individual boxes to separate Essential System and Normal System fight switches mounted material is not required to be painted or repainted p _ adjacent to .one another. Do not use gangable boxes. I. Use of chains, perforated iron, baling wire,. or tie wire for supporting conduit runs will net, be permitted. 03. Outlet boxes for receptacles shall be similar to Steel City 52151 with suitable device cover... J. Use of Caddy clips to support conduit to top of t -bar ceding grid will not be permitted. Receptacle boxes on exposed wiring shalt be Steel City 58371-3/4 or approved equal D. WIRE AND CABLE GROUNDING All wire and cable shall: A. All conduit work, motors, starters and other electrical equipment wired and connected by the Contractor a� 01. Be of soft drawn, annealed, copper having a conductivity of not less than 98% of that shall be effectively and permanently grounded in full accordance with Article 250, N.E.C. of ure copper; each wire continuous without weld, splice or joint throughout its length; B. Carefullyand secure) round all fluorescent fixture p 9 Y 9 bodies to the conduit system, using T and B uniform in cross section and free from flaws, scales, and other imperfections. Series 300 Tite-Bite connectors, 02. Unless otherwise specified or noted be Type THHN/THWN wire up through size 4/0, and C. Panels shall be provided with ground' bar. Type THW wire for sizes larger than 4/6 Wire should be manuf t d b TA ac ure y r angle, D. Singie phose branch circuits required for 120 and 277 volt i htin rece tacles and motors shall General Electric or Okonite � g 9 p • consist of a phase, neutral, an grounding conductor installed in a common metallic conduit. 03. Have all wire No. 8 and larger stranded. No wire smaller than No. 12 for power. or lighting E. All branch circuits servin AC equipment, elevators water heaters, gand similar equipment shall contain service, unless otherwise noted on the Drawings or specified herein. Wire for branch a green ground conductor sizd n accordance with N.E.C. 250-95. lighting circuits shall be of such size that the drop in potential from the panelboards to F. The completed equipment 9roundin system shall be subjected d to o metered test at switchboard the farthest point on the circuit shall not exceed 1%, The size of wire for branch lightingground bar to insure that the ground resistance, without chemical treatment or other artificial means, circuits shall be the some from the ponelboards to the lost outlet on the circuit. Switch does not exceed 5 ohms. legs: No. 12 wire. SAFETY SWITCHES A. Fumish and install all fusible and non -fusible switches as required by Codes, shown and/or noted. Switches shall be: 01. General duty for 208 and 240 volt service with NEMA -1 or 3R enclosures, as required, and be provided with pad -locking feature. 02. Approved Manufacutrers include General Electric, Square D, Challenger, Siemens, and Cutler -Hammer.. . PANELBOARDS A. Furnish and install all panelboards shown and/or scheduled on the Drawings, which shall be as follows: EVNED FOR Oi. 208/120 volt panels: Square D Type "NQOD" with QOB frame, bolt -in branches, suitableJA COWL E for 208/120 volts, 4 -wire, 3 phase service. 02. Panels as made by General Electric, Siemens, Cutler Hammer, or Challenger, similar in all JUN 2 22012 respects to the above, will be accepted. B. Be dead -front safety type, with main breaker or lugs only, flush or surface type, and number COLLEGE STATION and size of branches as scheduled. All current carrying parts of the bus shall be tin plated copper. ENGINEERING C. Have cabinets of code gauge steel, with enameled steel door and trim assembled thereon, and complete with ring latch and cylinder lock. All locks shall be keyed alike. Provide directory frame on Inside of door for each cabinet and place therein a typewritten identification of. all circuits, properly correlated with the breaker number. All boxes shall be galvanized. D. Branch circuit connections to 3 phase panels, shall be such that any 3 with a common neutral - shall be connected to different phases. Electrical Contractor shall connect circuits to panel in such a way as to achieve as reasonable as possible a balance of phase currents under normal operating conditions. SHEET 5 OF 8 Brazos Valley�llglneeCln�,111�: Strurlurni - Mmitunrmi - Flactrical • T.A.D. Tessa Engineering Firm Registration k F-3184 .8208 Earl Rudder Fff Suite 200, College slafil� 77 "M nlnrineLoam Phone: (878) 883-2= (M) eas-sus J <L 1-- r�-r W N F-- I Q � N Q O z O U z O Q 0 0 LJ V) U_LLLL� DRAWN BYi HBK CHECKED BY HBK r. - ;r:t.rrr tri ••:r..r •a.. r. HWL©-'B;KVH4_ 01-26-12 I . The use of Types AC or MC cables (BX, Greenfield, etc.) shall be limited to the final 11. Conduit hangers 4" maximum conduit. connections to fluorescent light fixtures. All other uses are prohibited. E. Secure conduits to within 3' of each outlet box, junction box, cabinet and fitting and at intervals C. OUTLET AND JUNCTION .BOXES . not to exceed 10' in accordance with current edition of the National Electrical Code. 01. Where outlet boxes are shown on the Plans for lights, provide on approved galvanized F. Install clamps secured to structure for feeder and other conduits routed against the structure. g p pp g a zed Use drop rods and hangers to support conduits run apart from the structure. octagon .box. :Where required by the number of .connecting conduits provide Steel City 54171-3/4 or 54171-1 boxes, Because of the need for acoustical isolation, boxes shall G. Provide and install suitable angle iron, channel iron or steel metal framing not be installed back-to-back in walls and partitions. or brace electrical equipment g 9 wi h accessories to support t including safety switches, fixtures and panelboards. 02. Outlet boxes for switches shall be standard galvanized switch boxes :of the required n H. Paint all supporting metal not otherwise protected, with of gangs. Switch boxes on ex osed whin shaft be hand o e -- q umber coat if appropriate pto masurroundingp th rust inhibiting primer and then with a finish p b x s o� approved equal. `Usematch the , metal surfaces. (Prepainted or galvanized 'support g y individual boxes to separate Essential System and Normal System fight switches mounted material is not required to be painted or repainted p _ adjacent to .one another. Do not use gangable boxes. I. Use of chains, perforated iron, baling wire,. or tie wire for supporting conduit runs will net, be permitted. 03. Outlet boxes for receptacles shall be similar to Steel City 52151 with suitable device cover... J. Use of Caddy clips to support conduit to top of t -bar ceding grid will not be permitted. Receptacle boxes on exposed wiring shalt be Steel City 58371-3/4 or approved equal D. WIRE AND CABLE GROUNDING All wire and cable shall: A. All conduit work, motors, starters and other electrical equipment wired and connected by the Contractor a� 01. Be of soft drawn, annealed, copper having a conductivity of not less than 98% of that shall be effectively and permanently grounded in full accordance with Article 250, N.E.C. of ure copper; each wire continuous without weld, splice or joint throughout its length; B. Carefullyand secure) round all fluorescent fixture p 9 Y 9 bodies to the conduit system, using T and B uniform in cross section and free from flaws, scales, and other imperfections. Series 300 Tite-Bite connectors, 02. Unless otherwise specified or noted be Type THHN/THWN wire up through size 4/0, and C. Panels shall be provided with ground' bar. Type THW wire for sizes larger than 4/6 Wire should be manuf t d b TA ac ure y r angle, D. Singie phose branch circuits required for 120 and 277 volt i htin rece tacles and motors shall General Electric or Okonite � g 9 p • consist of a phase, neutral, an grounding conductor installed in a common metallic conduit. 03. Have all wire No. 8 and larger stranded. No wire smaller than No. 12 for power. or lighting E. All branch circuits servin AC equipment, elevators water heaters, gand similar equipment shall contain service, unless otherwise noted on the Drawings or specified herein. Wire for branch a green ground conductor sizd n accordance with N.E.C. 250-95. lighting circuits shall be of such size that the drop in potential from the panelboards to F. The completed equipment 9roundin system shall be subjected d to o metered test at switchboard the farthest point on the circuit shall not exceed 1%, The size of wire for branch lightingground bar to insure that the ground resistance, without chemical treatment or other artificial means, circuits shall be the some from the ponelboards to the lost outlet on the circuit. Switch does not exceed 5 ohms. legs: No. 12 wire. SAFETY SWITCHES A. Fumish and install all fusible and non -fusible switches as required by Codes, shown and/or noted. Switches shall be: 01. General duty for 208 and 240 volt service with NEMA -1 or 3R enclosures, as required, and be provided with pad -locking feature. 02. Approved Manufacutrers include General Electric, Square D, Challenger, Siemens, and Cutler -Hammer.. . PANELBOARDS A. Furnish and install all panelboards shown and/or scheduled on the Drawings, which shall be as follows: EVNED FOR Oi. 208/120 volt panels: Square D Type "NQOD" with QOB frame, bolt -in branches, suitableJA COWL E for 208/120 volts, 4 -wire, 3 phase service. 02. Panels as made by General Electric, Siemens, Cutler Hammer, or Challenger, similar in all JUN 2 22012 respects to the above, will be accepted. B. Be dead -front safety type, with main breaker or lugs only, flush or surface type, and number COLLEGE STATION and size of branches as scheduled. All current carrying parts of the bus shall be tin plated copper. ENGINEERING C. Have cabinets of code gauge steel, with enameled steel door and trim assembled thereon, and complete with ring latch and cylinder lock. All locks shall be keyed alike. Provide directory frame on Inside of door for each cabinet and place therein a typewritten identification of. all circuits, properly correlated with the breaker number. All boxes shall be galvanized. D. Branch circuit connections to 3 phase panels, shall be such that any 3 with a common neutral - shall be connected to different phases. Electrical Contractor shall connect circuits to panel in such a way as to achieve as reasonable as possible a balance of phase currents under normal operating conditions. SHEET 5 OF 8 DRAWN BYi HBK CHECKED BY HBK r. - ;r:t.rrr tri ••:r..r •a.. r. HWL©-'B;KVH4_ 01-26-12 I . The use of Types AC or MC cables (BX, Greenfield, etc.) shall be limited to the final 11. Conduit hangers 4" maximum conduit. connections to fluorescent light fixtures. All other uses are prohibited. E. Secure conduits to within 3' of each outlet box, junction box, cabinet and fitting and at intervals C. OUTLET AND JUNCTION .BOXES . not to exceed 10' in accordance with current edition of the National Electrical Code. 01. Where outlet boxes are shown on the Plans for lights, provide on approved galvanized F. Install clamps secured to structure for feeder and other conduits routed against the structure. g p pp g a zed Use drop rods and hangers to support conduits run apart from the structure. octagon .box. :Where required by the number of .connecting conduits provide Steel City 54171-3/4 or 54171-1 boxes, Because of the need for acoustical isolation, boxes shall G. Provide and install suitable angle iron, channel iron or steel metal framing not be installed back-to-back in walls and partitions. or brace electrical equipment g 9 wi h accessories to support t including safety switches, fixtures and panelboards. 02. Outlet boxes for switches shall be standard galvanized switch boxes :of the required n H. Paint all supporting metal not otherwise protected, with of gangs. Switch boxes on ex osed whin shaft be hand o e -- q umber coat if appropriate pto masurroundingp th rust inhibiting primer and then with a finish p b x s o� approved equal. `Usematch the , metal surfaces. (Prepainted or galvanized 'support g y individual boxes to separate Essential System and Normal System fight switches mounted material is not required to be painted or repainted p _ adjacent to .one another. Do not use gangable boxes. I. Use of chains, perforated iron, baling wire,. or tie wire for supporting conduit runs will net, be permitted. 03. Outlet boxes for receptacles shall be similar to Steel City 52151 with suitable device cover... J. Use of Caddy clips to support conduit to top of t -bar ceding grid will not be permitted. Receptacle boxes on exposed wiring shalt be Steel City 58371-3/4 or approved equal D. WIRE AND CABLE GROUNDING All wire and cable shall: A. All conduit work, motors, starters and other electrical equipment wired and connected by the Contractor a� 01. Be of soft drawn, annealed, copper having a conductivity of not less than 98% of that shall be effectively and permanently grounded in full accordance with Article 250, N.E.C. of ure copper; each wire continuous without weld, splice or joint throughout its length; B. Carefullyand secure) round all fluorescent fixture p 9 Y 9 bodies to the conduit system, using T and B uniform in cross section and free from flaws, scales, and other imperfections. Series 300 Tite-Bite connectors, 02. Unless otherwise specified or noted be Type THHN/THWN wire up through size 4/0, and C. Panels shall be provided with ground' bar. Type THW wire for sizes larger than 4/6 Wire should be manuf t d b TA ac ure y r angle, D. Singie phose branch circuits required for 120 and 277 volt i htin rece tacles and motors shall General Electric or Okonite � g 9 p • consist of a phase, neutral, an grounding conductor installed in a common metallic conduit. 03. Have all wire No. 8 and larger stranded. No wire smaller than No. 12 for power. or lighting E. All branch circuits servin AC equipment, elevators water heaters, gand similar equipment shall contain service, unless otherwise noted on the Drawings or specified herein. Wire for branch a green ground conductor sizd n accordance with N.E.C. 250-95. lighting circuits shall be of such size that the drop in potential from the panelboards to F. The completed equipment 9roundin system shall be subjected d to o metered test at switchboard the farthest point on the circuit shall not exceed 1%, The size of wire for branch lightingground bar to insure that the ground resistance, without chemical treatment or other artificial means, circuits shall be the some from the ponelboards to the lost outlet on the circuit. Switch does not exceed 5 ohms. legs: No. 12 wire. SAFETY SWITCHES A. Fumish and install all fusible and non -fusible switches as required by Codes, shown and/or noted. Switches shall be: 01. General duty for 208 and 240 volt service with NEMA -1 or 3R enclosures, as required, and be provided with pad -locking feature. 02. Approved Manufacutrers include General Electric, Square D, Challenger, Siemens, and Cutler -Hammer.. . PANELBOARDS A. Furnish and install all panelboards shown and/or scheduled on the Drawings, which shall be as follows: EVNED FOR Oi. 208/120 volt panels: Square D Type "NQOD" with QOB frame, bolt -in branches, suitableJA COWL E for 208/120 volts, 4 -wire, 3 phase service. 02. Panels as made by General Electric, Siemens, Cutler Hammer, or Challenger, similar in all JUN 2 22012 respects to the above, will be accepted. B. Be dead -front safety type, with main breaker or lugs only, flush or surface type, and number COLLEGE STATION and size of branches as scheduled. All current carrying parts of the bus shall be tin plated copper. ENGINEERING C. Have cabinets of code gauge steel, with enameled steel door and trim assembled thereon, and complete with ring latch and cylinder lock. All locks shall be keyed alike. Provide directory frame on Inside of door for each cabinet and place therein a typewritten identification of. all circuits, properly correlated with the breaker number. All boxes shall be galvanized. D. Branch circuit connections to 3 phase panels, shall be such that any 3 with a common neutral - shall be connected to different phases. Electrical Contractor shall connect circuits to panel in such a way as to achieve as reasonable as possible a balance of phase currents under normal operating conditions. SHEET 5 OF 8 ac ure y r angle, D. Singie phose branch circuits required for 120 and 277 volt i htin rece tacles and motors shall General Electric or Okonite � g 9 p • consist of a phase, neutral, an grounding conductor installed in a common metallic conduit. 03. Have all wire No. 8 and larger stranded. No wire smaller than No. 12 for power. or lighting E. All branch circuits servin AC equipment, elevators water heaters, gand similar equipment shall contain service, unless otherwise noted on the Drawings or specified herein. Wire for branch a green ground conductor sizd n accordance with N.E.C. 250-95. lighting circuits shall be of such size that the drop in potential from the panelboards to F. The completed equipment 9roundin system shall be subjected d to o metered test at switchboard the farthest point on the circuit shall not exceed 1%, The size of wire for branch lightingground bar to insure that the ground resistance, without chemical treatment or other artificial means, circuits shall be the some from the ponelboards to the lost outlet on the circuit. Switch does not exceed 5 ohms. legs: No. 12 wire. SAFETY SWITCHES A. Fumish and install all fusible and non -fusible switches as required by Codes, shown and/or noted. Switches shall be: 01. General duty for 208 and 240 volt service with NEMA -1 or 3R enclosures, as required, and be provided with pad -locking feature. 02. Approved Manufacutrers include General Electric, Square D, Challenger, Siemens, and Cutler -Hammer.. . PANELBOARDS A. Furnish and install all panelboards shown and/or scheduled on the Drawings, which shall be as follows: EVNED FOR Oi. 208/120 volt panels: Square D Type "NQOD" with QOB frame, bolt -in branches, suitableJA COWL E for 208/120 volts, 4 -wire, 3 phase service. 02. Panels as made by General Electric, Siemens, Cutler Hammer, or Challenger, similar in all JUN 2 22012 respects to the above, will be accepted. B. Be dead -front safety type, with main breaker or lugs only, flush or surface type, and number COLLEGE STATION and size of branches as scheduled. All current carrying parts of the bus shall be tin plated copper. ENGINEERING C. Have cabinets of code gauge steel, with enameled steel door and trim assembled thereon, and complete with ring latch and cylinder lock. All locks shall be keyed alike. Provide directory frame on Inside of door for each cabinet and place therein a typewritten identification of. all circuits, properly correlated with the breaker number. All boxes shall be galvanized. D. Branch circuit connections to 3 phase panels, shall be such that any 3 with a common neutral - shall be connected to different phases. Electrical Contractor shall connect circuits to panel in such a way as to achieve as reasonable as possible a balance of phase currents under normal operating conditions. SHEET 5 OF 8 SHEET 5 OF 8 NOTES: 1. SEE E1 FOR GENERAL NOTES,, AND LEGEND. KEYED . NOTES.- EXISTING OTES:EXISTING PANEL A. ADD A 60 AMP, 3 --POLE CIRCUIT BREAKER IN THE EXISTING SPACE. 6� ROUTE AN OVERHEAD FEEDER CONSISTING OF A 1 INCH CONDUIT WITH 4 #6 CONDUCTORS AND 1 #8 GROUND CONDUCTOR-. © PENETRATE THE OUTSIDE WALL AND ROUTE THE CIRCUIT DOWN THE EXTERIOR WALL. ® ROUTE THE FEEDER UNDERGROUND TO THE NEW WASH BUILDING. PUSH CONDUIT UNDER THAT PORTION OF THE EXISTING DRIVE THAT REMAINS UN—BROKEN DUE TO THIS NEW CONSTRUCTION. EO FEEDER TO RISE UP TO A NEW NEMA -3R, 60 AMP, 3—POLE, 60 AMP FUSED DISCONNECT ON THE EXTERIOR WALL OF THE NEW WASH BUILDING. DISCONNECT TO FEED PANEL W THROUGH THE WALL. FQ COORDINATE EXACT LOCATION OF THE WASH EQUIPMENT. Q PROVIDE A STRIP FLUORESCENT FIXTURE EQUAL TO A LiTHONiA C232-120--GEB101S—WGCUNST. tau W ® F— Brazos Dk Fnglneering, be. Structural • hlcc}mntml • F.lectrimt •T.A.B. Texas Engineering Firm Registration #F-3184 E 'i' E. E WEND: SQUARED MMEL: NQ i ; x'89 &rl .Rudder Ftp. S, Saha 2W, , ' College Station, T% 7W �' LUGS ' 'IOU [ .:...... iBf :. ...._. _._......__........._.-._._..._._.._...i_ :. _ _.«.. Phaae: (979) 883-8835 {:.-----._.................... 1� (878) 893-888 :AMP$ v J ' K. AIC!: E VOLTS `208! ;.__.__.._.__... _.............. ENCLOSURE' :NEMA'1_......:_.....__....._..._._.._---.. .........3 ...........:......«,..:......_........ , .,.......... ,• .. ..............::........._.....:.........,....:E..........: ...... .__.. H ... _._ ---._.......r___...._......_._.._.................:..........._........ it ASEIIIVIRE —j_- 3 .�20 4 V) V) ;: cPANEL: W '1 . ....... ........ ...._......._............................:...._._............ EACER;TYPE;: MOLDER'CASE E 'i' E. E WEND: SQUARED MMEL: NQ i ; ! ;; , ' {: I MAtiV �' LUGS ' 'IOU [ .:...... iBf :. ...._. _._......__........._.-._._..._._.._...i_ :. _ _.«.. _.__... __. �........_......... Y - --.._._.:...._.....:.._._....«.......«.... _ {:.-----._.................... :AMP$ v :MOU[rITING;:: SUIZFACE1 ' K. AIC!: E VOLTS `208! ;.__.__.._.__... _.............. ENCLOSURE' :NEMA'1_......:_.....__....._..._._.._---.. .........3 ...........:......«,..:......_........ , .,.......... ,• .. ..............::........._.....:.........,....:E..........: ...... .__.. .. ...... ... _._ ---._.......r___...._......_._.._.................:..........._........ it ASEIIIVIRE —j_- 3 .�20 4 V) Z: CKT bES0RI0,nbw AWG MOCP Al , Al. :Bi. '132. .0 C2 Mbbp AWG' 1jE5GFt)P'iibN U CKT. Hot.11i(atet P[es tare Ytrasher.... 6. ..:.6.0 6000 250 :20 '12 -� . 1::Rec B�..0 hts, .: I 2 3 :...... .. • 6000 0 20 s are::I 1 �. :5 .. :::...... ... :;fi000 i 0 20 S "aye j 6 7 S ace:. '0 0 V) Space: j_ 8 .> ace: ! j 'ID :1� S ace.` ..:....' ...... _.......................... :...0 ........ 0 S ace I 0. al E o I 0 ;; 0 .0 0: 01 ...... .. _'12 PHASE.SUMMARY A=1 :j 6250, B=: :6000 ; - 0 0 + I TOTAL.LIGHTING VA _....._ . .__ ( E j ; :... ;1TOTAL' RECEPTACLE VA! ..........�...�.::............�::.:_:.'I........ .................................................................. t.........`.................................... '.............. i ......................................................................... .......-«......................:.:.....; ... _..... I ..... i _i.._.___— I 1; ^` _ E I: TOTAL:OTHER.EQUiPMENT _ .. i — _ i (; '18`250 _....._-_.__..:......_.__...—...__: ........._......... ;2510: CAW.nigUQUS ........................... ........«.«.«, •___..._...._.E..._._.._.__."_.i__.—««....._.__ —.._._ ................ .._._._.......ii....—...._3:__.......�.._—__.^.._.— _..__._._.._..—_.«........«.« .....««._._..:.__..-_•__?:.... I.... .... .. 125°l° °GF LARGEST MQTOf� I' E ( ..................... _............__...t....:_._._.._:.._......._.....:..._........................................._........_.......... '4,500 1 ITaTAI�:VA.REQUIRED I! 1 I is .,:-..,..... �: F .i t 1: ._......__. _...__. 22 750' _ I_. _ .. TOTAL.AMPS`REQU-IRED.: J,. `�..���.— I Y.+�"'-r ..-• { -1 -lt 'a. ..�__...._ -___—---------_ _..._. ._............ tI «_ .... i •_—____.____ _.— .. .... _... i t i it i 1 i rcxa I.._ I 1 I r i i I I \ t 1 1 I I I ( \ !i=hi ! \ � .•i III t., , r, i — _ _ _ _ --J--____ -- — —— ^r — —---------------------- —--_----^--------------- —— _--------_--____ _------_______ — _---- - -- - I - _— ---- - -- -k------ - - ---- -���� - -----{------------------- - t---------- -- ----- - --- --- -- - - - - - - - I- ------ --------------------__---- I I_ __ _ �: _ ___---_--- i ------------ - __-i--_r---------::.--------•:•--------i I I -" - � E i t- - _ ---t - -- i - i __ !_ __-------------_-,. __ f _ _ i --- t I I 1 I I –1 i 1 _—_____ . _ _— ___— _ -_-- ----' __---E-- — ----- — I--+ --1-- I iLs I i\ \\ i r ----------------------J p RE: 2/E2.0 77 _N 1 co N I Ca Qqr z O v V) Z: 0 U 0 a w V) V) DRAWN BYt HBK CHECKED BY HBK HAFDt13R.Kl1G�N •,• i I 01-26-12 REVIEWED FOR COMPLIANCE JUN 222012 .COLLEGE STATION ENGINEERING TRUE NORTH PLAN NORTH svq.C. 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I . . . . . : � . . i I . i I . � � . � � � I I I I I ,­­'. .."......"...."".":*".,:�,.,..........!.,:::.....,."".,,:...'........ .:.........:: _- I . I E.'' I - . . . ... ......... . .1 I I ... ;:;a.:.:!,--;: .I . . .... .. .... . . ! . . .. .. I `...::,:,.­. I I - * , -1. ..: . , , ­_ ­` , . ­ ­ * I , . . - ... '' ..., . . Z.:. . , ..! � . . * * , , . I, ;; ­!: i .*t- , . � � "' * "' � ::00� ....: . . SIDEWALK DETAILS NOTE: PAVEMENT DF- I -AILS "::�:--�':`:�"�:�' "":2 1��;. .- x "',* ­ , ; : I I .- - " -r... ,-.". I HESTER ENGINEERING COMPANY IS NOT ;;: . I ­ I .I. .. . ...... - ... . � � . . , . . , . � - . . . . '. ;:,:. .". , I .. . ,!- --' . , * I *•* , ­ .. RESPONSIBLE FOR THE ACCURACY OF THE I I . I , ... . -, ..:.,... . .. :..::.. * .. I : , .! . :1 - -­- - .: ... ­ ..! � . I . .6 _'_'.'.� *:.::: ..! . .` I . NOTE- TOPOGRAPHIC SURVEY WORK SHOWN ON I - - . . . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL I THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, PIE. NO. 69104 . BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING HESTER ENGINEERING COMPANY - FIRM NO. F-3476 - February 10, 2012. ALTERATION OF A SEALED "X" CHISLED IN CONCRETE AT SIDEWALK LOCATION I DIGTESS- 1-800-DIGTESS I ELEVATIONS AND DIMENSIONS PRIOR TO DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS I SHOWN ON PLANS.CFT_Y OF COLLEGE STATION , CONSTRUCTION BY EXPOSING ALL EXISTING ENGINEERING PRACTICE ACT. I . . ELEVATION 258.36 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 . � LINES AND CONNECTION POINTS. I I WATER - BUTCH WILLIS - 764-3660 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY SANITARY SEWER - BUTCH WILLIS - 764-3660 SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429 TKM SOLUTIONS (979) 204-1249, � ASE b FOR CONSTRUCTION * I � I � - OL I 1:1 , 0 1 . . I - � OF SHE -F NO- , w 0n a0 * %P I I I Ill I m - * V* � . . 0 0 m I I MICHAEL 0. HESTER � - - . . . . . . I �� COLLEGE STATI0N1, BRAZOS COUNTYI; . m -10 b�JIIU4 DRAWN: M.G.H. IogNI119p110gI �ICEN4P . I CHECKED: M.G.H. I . . � 9N 9H - UEM 770 9 0?909 0 Q9 COCS STANDARD DETAILS ONA I 0 F R S H F F= -r 5; I I:::,;­, T 4 2.: . ..... ........ .. ... . ... .. ........ .. ..... .. ..... .. ..... . .. ............ ..... .. . . . ..... .. ..................... . . .... . .. .............. .... I I f ­­ 'I'll ­ 1*11, 11 11 " * I I I . . .. . . .... . ....................... ........... ..... . . ... ..... . . .. .. ..... . ....... . REVIEW ED FOR PACE NCH::DETAIL. -SITE:.SfECIFIG:--!FbIl HOPE. PIP.E U: CORMPLIAlm HOPE .PI E ISNOT;TO``bt. USED.UNOtR 'PUSUCSTREET.: ET: PAVEMENT. - JUN 2 2 2W CEMENT-::STA9iLaEO"SA­N0. AS W -MINIMUM 'W]Lt,: AL Be. TATION REOULREO: '. COLLEGE S ENGINEERING .. . ...... .. i"BEDDINfin. -ANE'N­'C­ U'"."F0 pp. *.-.'.._ REINFORCEM-001 •NCRETEPIPE: P ATE :2001 -:;-W.0', rA jAk.' ETAl STAHIDARb%2b L. 13 L --- P3 02: .... ............. ............ NOTE: DRAINAGE STRUCTURE &TREK CHING DETAILS NESTER ENGINEERING COMPANY 15 NOT .. ... . .... RESPONSIBLE FOR THE ACCURACY OF THE NOTE,, TOPOGRAPHIC SURVEY WORK SHOWN ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOCUMENT WAS AU BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 413 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING THORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 "X" CHISLED IN CONCRETE AT SIDEWALK LOCATION DiGTESS: 1-800-DIGTESS HESTER ENGINEERING COMPANY -FIRM ' ELEVATIONS AND DIMENSIONS PRIOR TO NO. F=3476 - February 10, 2012. ALTERATION OF A SEALED SHOWN ON PLANS, CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS IELEVATION 258.36 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION POINTS, ENGINEERING PRACTICE ACT. NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. WATER - BUTCH WILLIS - 764-3660 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY SANITARY SEWER - BUTCH WILLIS - 764-3650 SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429, TKM SOLUTIONS (979) 204-1249. PROJECT: R E A E p FORNSTRUCTION R E V I S 1 0 N S ❑ COME STATION VEME WASH RACK 70D OF &P;" SHF=E=--r NC). PROJECT NO, PWI 10 1 rr, or o DATE: MARCH 2012. L 0 C n "T L MICHAEL HESTER DRAWN: M.G.H. COLLEGE STATION, BRAZOS COUNTYTEXAS D 0, Tog? Elgvx&NE BE WN� 09 VE 29 0� gi EgE V&V 9 uEmg Two 9 1 00 00 o 19 /C Ns.�, CHECKED: M.G.H. OCS STA NDARD DETAILS ONAL�� OF 8 SHEET', .. ..... ..... 0. �TERIAL :NATERIAL-' iED,:FRnAI .THE 1WHICH. li'�TREVOCKS.`UJJ CLObt*j t INC-HES 2'-` M(N is COMP.ACT�D . .......... TOA MINIMUM OF. -..907 OF '.MAXIMUM: DENSIf DETERMED:BY.. ASTM; 0598-15TANDAR T D) f T. WITHIN OPTIMUM NT: t' A:.10015JURE CON TQ UM l0i: ..0 ...-NON-STRUCTURAL NDER: kReAtm� ... YA�OS;PASTURE% EMENENM-.: - -ANO, TO` A MIMMUR.".0r; " ORY 'OF M4tMUM -DEN eAt, IJE.TERMNED SY-t ASTM;- 0698is -4SIANDA110) :AT:.-A.*MUISIURE..C*ONIENT-.,:WITHIN OPTIMUM TO. OPTIMUMiUNDER'FtITUR -STREE AREAS,: iT­'W­_ HE::..TRENCH 0 0 0 STABILIZED:* SHALiL-:l3E-. CRA09D: pm Ali :PROVIDE UNIFORM .UGErtllt "' AND' 0.0_ CONTINOLIS SUPPORV- 'ONLY-). SPADE BY: LIF -TS: INTO FOR: THE:FIPE:'9ARREL-: PLACE:JO FILL. -ALL: : ]K-TWEEW BELLI.-HOLES.: AROUNO. • Ppt..,! MANUALLY..: CONSOLIDATE" AT:: OPTIMU..-- REVIEW ED FOR PACE NCH::DETAIL. -SITE:.SfECIFIG:--!FbIl HOPE. PIP.E U: CORMPLIAlm HOPE .PI E ISNOT;TO``bt. USED.UNOtR 'PUSUCSTREET.: ET: PAVEMENT. - JUN 2 2 2W CEMENT-::STA9iLaEO"SA­N0. AS W -MINIMUM 'W]Lt,: AL Be. TATION REOULREO: '. COLLEGE S ENGINEERING .. . ...... .. i"BEDDINfin. -ANE'N­'C­ U'"."F0 pp. *.-.'.._ REINFORCEM-001 •NCRETEPIPE: P ATE :2001 -:;-W.0', rA jAk.' ETAl STAHIDARb%2b L. 13 L --- P3 02: .... ............. ............ NOTE: DRAINAGE STRUCTURE &TREK CHING DETAILS NESTER ENGINEERING COMPANY 15 NOT .. ... . .... RESPONSIBLE FOR THE ACCURACY OF THE NOTE,, TOPOGRAPHIC SURVEY WORK SHOWN ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL THIS PROJECT, THE CONTRACTOR SHALL BE THE SEAL APPEARING ON THIS DOCUMENT WAS AU BENCHMARK CONTACT UTILITY COMPANY REPRESENTATIVES 413 HOURS IN ADVANCE OF ANY EXCAVATION. RESPONSIBLE FOR CONFIRMING EXISTING THORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 "X" CHISLED IN CONCRETE AT SIDEWALK LOCATION DiGTESS: 1-800-DIGTESS HESTER ENGINEERING COMPANY -FIRM ' ELEVATIONS AND DIMENSIONS PRIOR TO NO. F=3476 - February 10, 2012. ALTERATION OF A SEALED SHOWN ON PLANS, CITY OF COLLEGE STATION CONSTRUCTION BY EXPOSING ALL EXISTING DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS IELEVATION 258.36 ELECTRICAL GILBERT MARTINEZ - 764-3660 ATMOS - KIMBERLY WINN - 774-2506 LINES AND CONNECTION POINTS, ENGINEERING PRACTICE ACT. NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. WATER - BUTCH WILLIS - 764-3660 VERIZON - BRENDA VIDOCK - 821-4770 TOPOGRAPHIC SURVEY PROVIDED BY SANITARY SEWER - BUTCH WILLIS - 764-3650 SUDDENLINK - CHRISTOPHER GOOTEE 979-595-2429, TKM SOLUTIONS (979) 204-1249. PROJECT: R E A E p FORNSTRUCTION R E V I S 1 0 N S ❑ COME STATION VEME WASH RACK 70D OF &P;" SHF=E=--r NC). PROJECT NO, PWI 10 1 rr, or o DATE: MARCH 2012. L 0 C n "T L MICHAEL HESTER DRAWN: M.G.H. COLLEGE STATION, BRAZOS COUNTYTEXAS D 0, Tog? Elgvx&NE BE WN� 09 VE 29 0� gi EgE V&V 9 uEmg Two 9 1 00 00 o 19 /C Ns.�, CHECKED: M.G.H. OCS STA NDARD DETAILS ONAL�� OF 8 SHEET',