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REMOVABLE MOUNTING EMBED MOUNTING 1t i� BOLLARD DETAIL (I PROVIDE FAIRWEATHER SITE FURNISHINGS + MODEL B-1, 6„ BOLLARDS WITH COLLARS OR APPROVED EQUAL NOT TO SCALE ++ + I1 � o > � N ACCESIBLE PARKING SIGN I) r a �fE' S'00000 6` ro.0.0.0.0 00000o00°o°o°o°o°o°o°o°DETECTABLE WARNING SURFACE o a o 0 0 0 0 0 °o°o°o°o°o°o°o°� SEE SW2-03 FOR ADDITIONAL o00000000a0oo 0 0 0 0 0 0 o a DOME TOP TERMINAL CAP POoo00o0000O0o o°o°a°o°o°o°o°o K000o0o000000 0°0°o°0°0°0°0° DETAILS 0000000000000 p°pOp°p O 0000000000000 0 0 0 0 0 0 0000000000000 °O°O°O°O°O°0 O°< < 0000000000000 °pap°p°O°O°O°O° 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000°O°00000� oOOC^^^000000 0 0 0 O O O CIOSIGN SHALL BEA 12"x18" 0000 12.1f00000 2% 0°0°012 1 °0°0°0 ° 0000 `1°0 0 0 0° 00000. ! 0000ao EXPANSION JOINT BONDERIZED STEEL DESIGN MODEL RESERVED N0. R7 -8T — 2 REQUIRED. 0000000000000 oo°o°op000°o°op PARKING O o O O O O O 0 O o 0 0 0 0 0 0 0 0 0 0 r EXPANSION JOINT o 0000000000000 00000000 0 0 0 0 0000000000000 000000°0°O AN000000000000 0 0 0 0 00000000 000000000000000 u� {c 0000000 0000000000000°O �+amo EXPANSION JOINT 0000000o0o0a0 0°0°0°0°0°0°0°0� FACE OF CURB ADDITIONAL 2" PLAQUE R2 -8A o 0 0 0 o a o 0 0 O 0 0 0 000000000000°0° REQUIRED FOR VAN PARKING O0000Oaooao0o 0 0 0 0 0 0 0 zcu Q {� • SPACE - 2 REQUIRED VAN _ > �/ J X ACCESSIBLE O ° AMBULATORY RAMP UJ Q NOMINAL 2" OD STD. GALV. oN07 TO SCALE ICL E 4 PIPE (SCHEDULE 40) POST. 4 00 2iPOST SHALL BE SET INTO A `S°O' 14" DIA, 2500 psi NON REINF. o''� c� CONCRETE FOOTING x 36" C) DEEP, d EMBED MOUNT PIPE BOLLARD C) FINISH GRADE OR LL ...j V C) -v TOP OF PAVEMENT iu 6' PROP PATH ii i i PAVING DETAILS 42) co CONCRETE FOOTING PARKING LOT / C I 12:1 6" E" CONIC PAV a a o 0 y ° Q Q. o d 6,> O O O C E" STAB SUB a o � e a .:: • ••. s I : I Q• ° ..• DRAWN: KGN . , a.:• �°< : ' a • a. CHECKED: QLB :• a. I 9' MIN (� 9, , 9 MIN ° #4 REBAR 0 12" O.C. EW SCALE: 1"=20' 00 #4 REBARS ® 12" O.C. EMBEDDED EXPANSION JOIN F DATE: 05-16-2012 < A MIN OF 12 INTO CONIC PAVEMENT SEE SW1-00 C) CCA PROJECT NO: 109-062 ca j " SF EET; PROFILE SECTION A -A ACCESSIBLE PARKING SIGN DETAIL ACCESIBLE PARKING NOT TO SCALE NOT TO SCALE NOT TO SCALE C3 o. ■ dOi6 - ry r 0 N Ao j 1/8 SEAL WITH JOINT MATERIAL AIN. I J METAL KEY DEFORMED TIE BARS WAY PLATE #4 X 18", 18" O.C. TYPE"O" LONGITUDINAL JOINT LONGITUDINAL JO/NTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & /N /NTERSECT/ONS AS OPTAfLED TRANSVERSE REINFORCEMENT: 4 BARS AT 18" C. TO C. LONGITUDINAL REINFORCEMENT. 4 BARS AT 18" C. TO C. TYP r,„ i n i NI T 60' 6O' 60 TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LA YOUT FOR CONCRETE PA VENENT SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3 4" 0 X 18" 12" O. C. I 1 /4„FR---.-,\ – 3/4'COATED W/HEAVY GREASE) 7/8 „ 5_ 1 /2„ " �_--o--- 6 M I N. n o 3/4 RECYCLE MATERIAL 1 2 .41-5/8)f 411 THICK AS MAN U FACTU ED BY J.D. RUSSELL COMPANY, ,s OR APPROVED EQUAL 3/4 a o NOTE. 3 1-1/2— EXPANSION JOINTS AS 3" LONG METAL OR P A TIC CAP INSIDE SHOWN AND AT EACH DIAMETER TO BE 1 16 GREATER THAN RADIUS POINT. CURB METAL KEY WA Y PLAT,T DIAMETER OF DOWEL AR. CP MUST BE EXPANSION JO) NTS LONG ENOUGH TO COVER 2 OF DOWEL AND HAVE STP SO END OF CAP IS 1 SHALL BE AT 80 CENTERS. FROM END OF BAR. CURB CONTROL - JOINTS SHALL BE AT 10'CENTERS TYPE 0'00 VARIES EXPANSION& CONSTRUCTION JOINT „ TYPE B JOINT TYPE D �, ;� TYPE B JOINT . TO SE SPACE? AT 60' INTERVALS & ALL R401US POINTS, 7VJOINTLONGITUDINAL JT. @ 90 P.C.'. SP.T.W. S OPPOSITE P.I. S & ON ALL HORIZONTAL � S VERTICAL 4�tlRVES P° 0 CHORD OF RADIUS. TYP. ) T SAWED OR FORMED, SEAL V-6-1 WITH JOINT MATERIAL (TYP.) SEALING NOT REQ'D W IN CURBS. TYP E G JOINT AT ALL RADIUS POINTS 0 3 /8 R 1 /8 TO 3 /16 AND �AX. DISTANCE``~��--- , ' OF 300 ON TANGENTS 1 1/2 cc A- �, 6 BACK OF CURBPE713JOINT zi TY c 1 » TYPE �, D I 1A TYPE „B JOINT JOINT TYPE ,,G„ JOINT AT BARS, 18 O.C.E.W. FUTURE EXTENSION OR AT PROP. WORK 0 r TYPE ..E.. (TYP) O 0 0 CONTRA C TION JOINT N TYPICAL JOINT LAYOUT AT TRANSVERSE JOINTS SHALL HE SPA CED 24CENTER TO CENTER CONCRETE INTERSECTION n . N N r z � N C. To C. TYPE „ D JOINT I CLARK CON ON G A S S 0 C I A E S LANDSCAPE ARCHIT CTURE 10401 Stella Link Road Houston, Texas 77025 TEL 713.871.1414 FAX 713.871.0888 www.clarkcondon.com Bleyl & Assoc Ites Project Engineering & Management 1722 BROADMOOR, STE. 210 100 NUGENT BRYAN, TEXAS 77802 CONROE, TEXAS 77301 979 268-1125 PHONE (936) 441-7833 PHONE 979 260--3849 FAX (936) 760--3833 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS F--678 ISSUE DTE 100% DD 05-25-2010 75% CID 07-09-2010 100% CID 07-30 2010 For Permit 08-16,2010 For Bid 05-1612012 ,o T UJ ,o E cu - T > u� X T Q CL (L E o .�c CU as o JU) U `.�" T 0 tU rn C: .�-• a� cu u_ (0 ._ o PAVEMENT DETAILS DRAWN: KGN CHECKED: DLB SCALE: DATE: 05-16-2012 CCA PROJECT NO: 109-062 TEL 713.871.1414 FAX 713.871.o888 SECTION A—A Ili www.clarkcondon.com 5,_0" 0. D. + 1'-0» 6" TYP. MINS -0 �6" TYP. _ -7 Bleyl & Associaltes EXTENSION -- SEE Project Engineering & Management 6 6" , 1722 BROADMOOR, STE. 210 100NUGENT 2'--�0» BRYAN TEXAS 77802 CONROE TEX S 77301 NORMAL FACE OF F U � C RB 979 268-1125 PHONE (936) 441-783 PHONE 979) 260-3849 FAX (936) 760-3833 FAX WARP PAVEMENT SURFACE TO THROAT OF INLET — SEE D1-05 ` , j /Y ` J TEXAS BOARD of PROFESSIONAL ENGINEERS: :F-678 PLAN VIEW / 4F r 't 0• .• q _, / DAVID L. BESLY #4 BARS, 6" O.C.E.W. A STD. CAST IRON MANHOLE COVER I / J -�'�j-''T r`'',� _--- ----" / TOP OF CURB TOP SLAB AND FRAME 81873 S10 N A L .. EXTENSION S7NORMAL GUTTER LINE ol . ..:.:.... DEPRESSED GUTTER LINE INVERT SHAPING -/6" TYP. f = --- i` ISSUE DA E CONCRETE FILL A� #4 BARS 12" O.C,E.W. SIDE WALLS &BOTTOM SLAB (0 \ } 1 \ 1 N / 100% DID 05-25-2310 ELEVATION o �0p �- f t / i % / 75% CID 07-09-2010 rn STA '1+84.06, 0.00' 100% CID 07-30-2 D 10 CURB ' �' STA 0+17.83, 0.00 N CURB INLET' a+pp END DITCH =ALIGNMENT A STA 11+86.00, 13.5' L NOT TO SCALE �y rn PROP 10 CURB INLET �� For Permit 08-16-2i 10 f / For Bid 05-16-2 D1 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, WHICH 1S FREE OF O 1+0 ,k NOTES: INCHES IN THE LARGEST DIMENSION COMPACTED TOA STA 0+69.52 0.00 Q� 4. MANHOLE LOCA I I ON ' ROCKS, LUMPS, CLODS OR DEBRIS DIMENSION), R .THAN TWO 2 \ AND COMPACTION AS FOLLOWS. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY =ALIGNMENT A STA 11+31.17, 92.39 L 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS LOCATION COMPACTION REQUIREMENT MOISTURE CONTENT WI ASTM D698 (STANDARD) AT A M STURE NTE THIN PROP 4:1 HEADWALL SHALL BE USED AT EACH MANHOLE IN NEWOPTIMUM OR EXISTING RIGHT -OF --WAY. PAVEMENT 98 % STANDARD PROCTOR - ASTM D 698 OPTIMUM TO +4% OF UNDER NON-STRUCTURAL �,� u�x I el�thrrep� eara nn Ql CTA�InADh bpflhTnq _ ACTIA n anQ AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TOA �\ 3 SY ROCK RIP RAP / PROP 18RCP ,.� .- ... .... 1 --- -- .I A It.,- I. • of ..f^H T\I A f'w .1I"•Yrl••t\.�\.r1'i - / .3. MANHOLE BASE THICKNESS AND FOUNDATION 6• IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE / PROP 4' DI, SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION ORA GRANULAR MATERIAL NO AS FOLLOWS: BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE / MANHOLE DEPTH (FT.) BASE THICKNESS OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 0 - 12 8" VENTED WHERE REQUIRED. MATERIAL AND WHICH, WHEN TESTED BY STANDARD Np LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: , 12 AND OVER 12., N MAXIMUM LIQUID LIMIT 15 MAXIMUM PLASTICITY INDEX 35 MAXIMUM PERCENT PASSING NO. 200 SIEVE 100 PLAN STD. DUCTILE IRON MANHOLE MINIMUM PERCENT PASSING 3/4" SIEVE COVER AND FRAME (30" DIA. OPENING) OR EQUAL THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. —"" 12" MAX. © CEMENT STABILIZED SAND (1 1/2 SACK OF CEMENT PER TON OF SAND) 0 20 40 E SEE NOTE 1. PRECAST REINFORCED o 2'-6" ORIGINAL CONC. MANHOLE SECT. GROUND OR 301 ASTM. DES. C-478: • BOTTOM OF ° SUBGRADE SELECT A 300 - BACK FILL AROUND MATERIAL MH SHALL BE AS PER VARIES PROP ROUND NOTE 5.299 5" MIN. RUBBER -GASKET JOINTS 6" MIN. 6" MIN. co (SEE TABLE) o' C> ' . W/ MORTAR SEALANT .' : ` INSIDE AT ALL JOINTSPIR (TYP.)912 I (TYP-) 298 N AT AL GROUNDSTORM O MAX o �t .�' 297,, PLUG ,,� 6" MIN. �,, 6, MIN — 1 �2�� /F1 ,,� INVERT - DIAMETER OF 0PIPE UP TO 24". 24" AND ' ° °. '°6 • LARGER SHALL BE .FULL SPRING LINE r I -i 296 f DEPTH INVERTS. - -'"'" PROP 79 L •°' • • BASE OF PIPE �_ STORN HAUNCHING 295 LINE ® 0. 11= BEDDING MIN. c #4 BARS BENT 0 90" AND j- - 6 INCHES 294 WATERSTOP-PIPECONX-'='1r::<;f., >:;>. ;':i.;: ,. Q TIED TO WALL AND BASE. '� �� - I _ -'' = r� cry 33 ::...:: MANHOLE ADAPTER - o0 0 LIMIT 1- :._ ::.::..;:.::i; I - 293 - .,w,.,. ___ 1 SEAL, OR APPROVED #4 BARS, 8" O.C.E.W. - - - I- -€ ' FOUNDATION + NEQUAL. (2 REQD) © o C) NOTE: DEPTHS GREATER THAN 12' a WILL REQUIRE 2 MATS OF C) REINFORCING STEEL IN THE o BASE. T MANHOLE DIA. PIPE SIZE 4 FT ir• ori >18in. <30in. 6 FT firs■w.�.d'�, TEL 713.871.1414 FAX 713.871.o888 SECTION A—A Ili www.clarkcondon.com 5,_0" 0. D. + 1'-0» 6" TYP. MINS -0 �6" TYP. _ -7 Bleyl & Associaltes EXTENSION -- SEE Project Engineering & Management 6 6" , 1722 BROADMOOR, STE. 210 100NUGENT 2'--�0» BRYAN TEXAS 77802 CONROE TEX S 77301 NORMAL FACE OF F U � C RB 979 268-1125 PHONE (936) 441-783 PHONE 979) 260-3849 FAX (936) 760-3833 FAX WARP PAVEMENT SURFACE TO THROAT OF INLET — SEE D1-05 ` , j /Y ` J TEXAS BOARD of PROFESSIONAL ENGINEERS: :F-678 PLAN VIEW / 4F r 't 0• .• q _, / DAVID L. BESLY #4 BARS, 6" O.C.E.W. A STD. CAST IRON MANHOLE COVER I / J -�'�j-''T r`'',� _--- ----" / TOP OF CURB TOP SLAB AND FRAME 81873 S10 N A L .. EXTENSION S7NORMAL GUTTER LINE ol . ..:.:.... DEPRESSED GUTTER LINE INVERT SHAPING -/6" TYP. f = --- i` ISSUE DA E CONCRETE FILL A� #4 BARS 12" O.C,E.W. SIDE WALLS &BOTTOM SLAB (0 \ } 1 \ 1 N / 100% DID 05-25-2310 ELEVATION o �0p �- f t / i % / 75% CID 07-09-2010 rn STA '1+84.06, 0.00' 100% CID 07-30-2 D 10 CURB ' �' STA 0+17.83, 0.00 N CURB INLET' a+pp END DITCH =ALIGNMENT A STA 11+86.00, 13.5' L NOT TO SCALE �y rn PROP 10 CURB INLET �� For Permit 08-16-2i 10 f / For Bid 05-16-2 D1 SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, WHICH 1S FREE OF O 1+0 ,k NOTES: INCHES IN THE LARGEST DIMENSION COMPACTED TOA STA 0+69.52 0.00 Q� 4. MANHOLE LOCA I I ON ' ROCKS, LUMPS, CLODS OR DEBRIS DIMENSION), R .THAN TWO 2 \ AND COMPACTION AS FOLLOWS. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY =ALIGNMENT A STA 11+31.17, 92.39 L 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS LOCATION COMPACTION REQUIREMENT MOISTURE CONTENT WI ASTM D698 (STANDARD) AT A M STURE NTE THIN PROP 4:1 HEADWALL SHALL BE USED AT EACH MANHOLE IN NEWOPTIMUM OR EXISTING RIGHT -OF --WAY. PAVEMENT 98 % STANDARD PROCTOR - ASTM D 698 OPTIMUM TO +4% OF UNDER NON-STRUCTURAL �,� u�x I el�thrrep� eara nn Ql CTA�InADh bpflhTnq _ ACTIA n anQ AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TOA �\ 3 SY ROCK RIP RAP / PROP 18RCP ,.� .- ... .... 1 --- -- .I A It.,- I. • of ..f^H T\I A f'w .1I"•Yrl••t\.�\.r1'i - / .3. MANHOLE BASE THICKNESS AND FOUNDATION 6• IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE / PROP 4' DI, SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION ORA GRANULAR MATERIAL NO AS FOLLOWS: BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE / MANHOLE DEPTH (FT.) BASE THICKNESS OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 0 - 12 8" VENTED WHERE REQUIRED. MATERIAL AND WHICH, WHEN TESTED BY STANDARD Np LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: , 12 AND OVER 12., N MAXIMUM LIQUID LIMIT 15 MAXIMUM PLASTICITY INDEX 35 MAXIMUM PERCENT PASSING NO. 200 SIEVE 100 PLAN STD. DUCTILE IRON MANHOLE MINIMUM PERCENT PASSING 3/4" SIEVE COVER AND FRAME (30" DIA. OPENING) OR EQUAL THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. —"" 12" MAX. © CEMENT STABILIZED SAND (1 1/2 SACK OF CEMENT PER TON OF SAND) 0 20 40 E SEE NOTE 1. PRECAST REINFORCED o 2'-6" ORIGINAL CONC. MANHOLE SECT. GROUND OR 301 ASTM. DES. C-478: • BOTTOM OF ° SUBGRADE SELECT A 300 - BACK FILL AROUND MATERIAL MH SHALL BE AS PER VARIES PROP ROUND NOTE 5.299 5" MIN. RUBBER -GASKET JOINTS 6" MIN. 6" MIN. co (SEE TABLE) o' C> ' . W/ MORTAR SEALANT .' : ` INSIDE AT ALL JOINTSPIR (TYP.)912 I (TYP-) 298 N AT AL GROUNDSTORM O MAX o �t .�' 297,, PLUG ,,� 6" MIN. �,, 6, MIN — 1 �2�� /F1 ,,� INVERT - DIAMETER OF 0PIPE UP TO 24". 24" AND ' ° °. '°6 • LARGER SHALL BE .FULL SPRING LINE r I -i 296 f DEPTH INVERTS. - -'"'" PROP 79 L •°' • • BASE OF PIPE �_ STORN HAUNCHING 295 LINE ® 0. 11= BEDDING MIN. c #4 BARS BENT 0 90" AND j- - 6 INCHES 294 WATERSTOP-PIPECONX-'='1r::<;f., >:;>. ;':i.;: ,. Q TIED TO WALL AND BASE. '� �� - I _ -'' = r� cry 33 ::...:: MANHOLE ADAPTER - o0 0 LIMIT 1- :._ ::.::..;:.::i; I - 293 - .,w,.,. ___ 1 SEAL, OR APPROVED #4 BARS, 8" O.C.E.W. - - - I- -€ ' FOUNDATION + NEQUAL. (2 REQD) © o C) NOTE: DEPTHS GREATER THAN 12' a WILL REQUIRE 2 MATS OF C) REINFORCING STEEL IN THE o BASE. T MANHOLE DIA. PIPE SIZE 4 FT <1 Bin.. 5 FT >18in. <30in. 6 FT >36in. (MAY NOT BE REQUIRED). USE CLASS I (CRUSHED 292¢ STONE OR GRAVEL) z "� , a N n U)i' n + N MAT'L FOR WET SOIL L 011 AND UNSTABLE FOUNDATION 291 .- o N 290 a BEDDING AND TRENCH PRE -CAST STORM MANHOLE BACKFILL FOR HDPE PIPE 289 o+ao 0+50 1+00 NOT TO SCALE NOT TO SCALE Ja NOTE: SEE BCS UNITED STANDARD ^ DETAIL D3-00 FOR HEADWALL DETAIL PROFILE - - VERTICAL SCALE 1OX HORIZONTAL 0 N tj rn 0 cyi 0 a ca as C C1 0 3 0 0 0 CD 0 0 r Z Rv co N N 0 CD L C A RK CO N ASSOCIATES LANDSCAPE ARCHITECTURE I to401 Stella Link Road Houston, Texas 7 025 TEL 713.871.1414 FAX 713.871.o888 www.clarkcondon.com i ;I I Bleyl & Associa.les I, Project Engineering & Management �I 1722 BROADMOOR, STE. 210 100 UGENT BRYAN, TEXAS 77802 CONROE, TEXAS 77,301 979 268-1125 PHONE (936) 441-7833 :PHONE 9793 260-3849 FAX(936) 760-38,3 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS: -678 * I DAVID L. BESLY 81873 =Z s F LENS SS IO N A L _ V f I ISSUE DAT STA 0+79.50 0.00 -- _ 2 SY ROCK RIPRAP ! PROFS 4:1 HEADWALL;° _- - ; 100% DID 05-25-20 0 1 I STA 0+13.00, 0.00 �,..� i I 7 ►•� _ _ ►n ` _ / J PROP 4:1 HEADWALL 75% CID 07-09-20 ':Q 100% CID 07-30-20 0 3 - --,. ? - +�. PROP 12" HDPE / For Permit 08-16-20'0 , \� STORM SWR LINE �= —o % PROP DITCH F WLINE �. -4-11-42», 0+09:19, 0.0.0 / / \ \ REMOVE & j ( l' i' ccs 1 +00 ) \ ( ,1 For Bid 05-16-20 2 y ._ ':27g�-�"- En -r- 1 o �� END DITCH t 1 6S 00 0+9 1` \ REPLACE \ l �- —277 �\ _ _ _ _.;; l EXISTING 12" , ST 0+11 0 '''0.00' — 0+00.2?g , 0+ 0 f , CMP CULVERT) 1 :1 HE DWA �' � , 15'9'27" LVE T} 2 SY ROCK RIPRAP � PR P4 ( LL• _../ STA 0+24.00, 0.00 f V `� `� - •STA 0+24.00 0.00' STA 0+45.45, 0.00' , + ` - = ALIGNMENT G , ALIGNMENT G -- ` STA 66+67.81 \ 1' ( PROP 18" HDPE 1 PROP 4:1 HEADWALL �C° / STA 0+73.74, 0.00' r , w STA 7+06.18 t - ` STORM SWR LINE '' PROP 4:1 HEADWALL STA 0+35.07, 0.00 r. 1 li 1 l PROP 4:1 HEADWALLSS l � 0+48� 2 SY ROCK , `0,00' I I 1 2 SY ROCK RIPRAP I STA 0+62.86 0.00 ! - RIPRAP STA 0+50.14, 0.00 \ 1 ALIGNMENT D STA 46+12.64'4 STA 0+17.20, 0. 01 ALIGNMENT E STA 55+89.80' ` PROP 12" HDPE EADW LL PROP 4:1 N ,,..- r. rn/ ' j /- , \ r� PROP 12" HDPE. \ STORM SWR LINE % ` \ \ , �// /�� \ \ \ �STORM SWR LINE ' �-. \ \ \ (REMOVE & REPLACE ST 0+35.91, 0.00 -cy /t EXISTING 12" I PR P 4:1 HEADWALL HDPE CULVERT PLAN P LAN P LANP L N W UJ 4-4 0 0 20 40 60 0 20 40 60 0 20 40 60 0 40 60 : E 282 278 ALIGNMENT G 278 278 i 278 ALIGNMEN G STA 66+67.81 STA 67+' 6.1 I- 0).. 281 277 " 277 277 277 E (D 280 276 276 276 .-,, :. 276 L UMCL Q o :� PROP 14 LF 12" PROP 17 LF 2" l U) 279 275 HDPE STORM SWRHDPE STORMS VR U 4— U 10 H 275 275 1'b 275 ,. -0 PROP 273.90 PROP J1HW 90 -�-+ >% N 278 274 ROUND \% 274 274 GROUND274 U— J V V 277 273 - 273 273 273 276 �%' G DRAINAGE PLAN &PRC) ILE 272 272 272 272 SHEET 2 275 271 14 LF - 271 271 271 274 270 LIMIT S RUCT OF ACKFILL 270 270 i7 F .; h. 270 DRAWN: KGN o u� r� rn ITR I CKFI CHECKED: DLB 273 269 ¢ 0 o r` �i _ o' o 0 �- . 269 269 -.- _J 269 SCALE: 1"=20' Y o �t oil o Z n M �i DATE: 05-16-2012 272 268 �._ . _� V C) ¢ -- 268 268 EL 0 0 + N o o � + o N In 268 CCA PROJECT NO: 109-062 �EL �tl Xa, 271 267 A- —per __- _._. _ . 267 267 to o 267 �p aLlSHE T: 270 s, 266 o �,� 2 266 ; 266 0+00 0+50 1 +00 0+00 0 h50 0+94 NOTE: SEE BCS UNITED STANDARD Uzi 0+48 0+00 0+48 DETAIL D3-00 FOR HEADWALL DETAIL PROFILE PROFILE-ILPRUFILE PRME VERTICAL SCALE 10X HORIZONTAL VERTICAL SCALE 1OX HORIZONTAL VERTICAL SCALE 1QX HORIZONTALVER TICAL SCALE OX HORIZONTAL k t / STA 8+07.07, 0.00' �\ l INSTALL 8" 1,1.25' BEND PROP 8 WATER LINE / f B+00 i STA 8+88.20, 0.00'�T VERIZOt� LEPHONE LINE ` l,` 18" RCP STORM SWR CROSSING SEE SHEET C3.06 NOTES AST ATMOS GASLINE --- / 1. VERIFY ALL UNDERGROUND UTII -''EXIST SAN .SWR MANHOLE EXCAVATION. 41 WITH DROP CONNECTION / FL IN (SW)=289.3 9+p FLIN. (SE)=277.9 FL OUT (NE)=277.8 RIM=294.4 STA 9+64.98, 0.00' r INSTALL 8" 11.25` BEND ,=G 290 6+00 7+00 8+00 PROFILE 9+00 10+00 11 VERTICAL SCALE 1OX HORIZONTAL 2116 W41fM 2 FIELD PRIOR TO CLARK CON ON A S S O C I A T E S LANDSCAPE ARCHITECTURE 10401 Stella Link Road Houston, Texas 77025 TEL 713.871.1414 FAX 713.871.o888 www.clarkcondon.com Bleyl & Associates Project Engineering & Management 1722 BROADMOOR, STE. 210 100 NUGENT BRYAN, TEXAS 77802 CONROE, TEXAS 77301 979 268-1125 PHONE (936) 441-783 PHONE 9793 260-3849 FAX (936) 760-3533 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS: F-678 OF tF-� Y V DAVID L. BESLY N o t 873 •' 81 �s .E 14 :' Q NAL" �^ ISSUE DA70E 100% DID 05-25-2010 75% CD 07-09-2 10 100% CD 07-30-2610 10 For Permit 08-16-2010 For Bid 05-16-2012 j W UL1 ,0 E4 -a co 2 > U) Cu o LU ~ L CL kke E CU a) 0 LL n ,Q U - c U o 4) U) • !.]_ ....! 0 V WATER LINE PLAN & PROFILE 2 DRAWN: KGN CHECKED: DLB SCALE: 1"=20' DATE: 05-16-2012 CCA PROJECT NO: 109-062 i SHEET: C4NO _X_ 0 m OJ Lu N W -§ (n 00_J w t-- Q `-- Z d- CQ7 to co PROP GROUND t D Xo _J< C/)w+ I --XJ Q hfj Z � � 1-- f 0 0 Z W. ct cs 32" + + m m o / NATURAL G OUND U z a BY BORE / w N 06- 000 0 O VER L co o C14 7 d + Co N M 0 o I INSTALL 53 LF '- Q; r-- Q 0- m /� w 16" DIA S EL ��- ..�CID ¢ co J m + W -) W Q 00, ..._ - Q 2 MIN. - Z t j Z 00 Z __-- F- .- -- ,a � 00 111 -0.027o + --� 1' C MIN. 4' MIN. EAR CLEAR Q ;. z CIA 1 +70.41 PROP 8" CUT -1N TEE R1,500' TIE IN TO EXIST 8" AC WATER LINE STALL 470 LF ' 8" DR 14 CL 200 PVC WATER LINE 0.03% STA +78.21 + INSTAL 8" 45' BEND ro+ 00 rn (n 6+00 7+00 8+00 PROFILE 9+00 10+00 11 VERTICAL SCALE 1OX HORIZONTAL 2116 W41fM 2 FIELD PRIOR TO CLARK CON ON A S S O C I A T E S LANDSCAPE ARCHITECTURE 10401 Stella Link Road Houston, Texas 77025 TEL 713.871.1414 FAX 713.871.o888 www.clarkcondon.com Bleyl & Associates Project Engineering & Management 1722 BROADMOOR, STE. 210 100 NUGENT BRYAN, TEXAS 77802 CONROE, TEXAS 77301 979 268-1125 PHONE (936) 441-783 PHONE 9793 260-3849 FAX (936) 760-3533 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS: F-678 OF tF-� Y V DAVID L. BESLY N o t 873 •' 81 �s .E 14 :' Q NAL" �^ ISSUE DA70E 100% DID 05-25-2010 75% CD 07-09-2 10 100% CD 07-30-2610 10 For Permit 08-16-2010 For Bid 05-16-2012 j W UL1 ,0 E4 -a co 2 > U) Cu o LU ~ L CL kke E CU a) 0 LL n ,Q U - c U o 4) U) • !.]_ ....! 0 V WATER LINE PLAN & PROFILE 2 DRAWN: KGN CHECKED: DLB SCALE: 1"=20' DATE: 05-16-2012 CCA PROJECT NO: 109-062 i SHEET: C4NO V114"R 44 S"1 ` 1-(}f�MIN 112 i2" SLOPE -3I 4 ^ 3 - y„ -� 0 0 g 6 3/4" IS 4110 3,« . =#a BARS 0 :3/4" X 1 MOOTH EXPAN DOWELS . C'ONI I r ' 111CAL N1.1JEI'I IC I.F, C' Z1 JIJ (.j., 11B STI - TYPE "G'• EXPANSION EXISTING CURB & GUTTER TIAL COLLECTOR SEC JOINT. ELEV.+ TO BE REMOVED KEEP 6" RISE TO TYPE "G" ExPAN TIC ELEV,=3" PROPERTY LINE as JOINT, ELEV.+ MATCH E OF I CURB RETURN RADIUS r 2' 1, IF THEREIS A CURB RETURN RADIUS * 2' VALLEY KEEP 6" RISE TO EXISTING GUTTER T/C ELEV.= CUTTER, HEN TRANSITION W 2' ,yT�{ MATCH O PROPERTY LINE a EXISTING PVMT, a CURB RETURN RADIUS i' fi" CROWN A VALLEY 0 CURB RETURN RADIUS i'-6" GUTTER o EXISTC�LG GUT - 4" I a ACC ISLE ROUTE ta' MIN.) TO FULL CROWN IN 50'. a ACCESSIBLE ROUTE t4' MIN 2 F- - __ -- - EXISTING Z y a SO NAL) �prt 2 �rKlrE 3. TYPE "G EXP, Z > SION JOINTS a U (OPTIONAL) �4„ -F- PVMT..: 3� IN CURB GU, ER SHALL Be .�_ 3.. RISE -- -- �r --• NOIE SPACED T A DI MAX. DISTANCE Note 3-_ ++or,: 3 T& "4` -- EXISTING BASE MIN D AY APRON SHALL BE 4" FOLLOW COUNTY SPECS ANO STANDARDS I Of 40' ART' _ MAO ALL -DAY CONCRETE STRENGTH RADIUS POINTS! P.T.-S & P.C.-S. 6.. 3" RISE DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR 3000 ps'! W/»a BARS Q t8" i N/�"- TYPE "IS CON RACTION y EXISTING MIN (28 -DAY CONCRETE STRENGTH #4 X 18" D.C. O.C.E.W. ASPHALT APRONS W/O TYPE "D" LONGITUDINAL JOINTS IN CURB & GUTTER LON DINAL-t'w� 1'11i" BASE. =3000 psi) W1#4 BARS o 18" FOR TIE TO CONC CURB AND GUTTER SHALL BE JOINT SHALL SE1 SPACED AT A MAX, INT E.W. ASPHALT APRONS W!0 TO CONCRETE P MENT ALLOWEDON OPEN DITCHED W VARIES EACH RADIUS POINT, CURB EXPANSIONA DISTANCE OF 10- APART, DEFORMED TIE BAR C AND GUTTER SHALL ONLY STREET SECTIONS ONLY. iO4 3 S X 171.).\':1-: i 2'1. MAX SLOPE: SA*( 770.N i A x 18" O.C. FOR TIE TO CONCRETE TO ALL ON OPEN DITCHED IO 1- 1 4 5' MIN TRANSIT , ON TO LAY STREE CTIONS ONLY. ,(V CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION DOWN CUB R BEGIN AT P.T. SLOPING TOWARD INTERSECTION ONLY. SAC770 '1- 1 SIDE TREET WIDTH i 171'111..117)01 i :N' C'I j?] A TYPE "G" EXPANSION JOINT Y PROPERTY LINE fi" THICK CONCRETE ---- C-1�' �'p *MAINTAIN 2% MAX N NOTE: RAMPS ONLY WHEN ------ (28 DAY STRENGTH= 3500 PSI) W/04 BARS AT 18" O.C.E.W. POINT Of CROSS SLOPE THE LONGITUDINAL SLOPE - GREATER THAN 1.20 DOWEL INTO EXISTING SIDEWALK W/6" LSSS TO 2' BEYOND B.O.C. CURVATURE RAMPS SHALL COMPLY WITH t ES} W/#4 BARS 0 18" O.C. BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING EXPANSION JT, & i 25' RAD, (MIN,) 1-F H-14_1 AT RADIUS POINT SMOOTH DOWEL BAR, i SIDEWALK] x a i/2"0 X 16", WITH TYPE "D" 1-i- H-I-1-1tH CAP Q 12" O.C. ' I I LONGITUDINAL -� (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) JOINT tSEEERAMP DETAISSIBLE L) I ACCESSIBLE ROUTE NEAT SAW CUT-''-- NEAT � AT SAW CUT - - - - - - - - - - - i-- - - - - - - = - - - -_ SAW CUT A, -OJ 1' /EXISTING POINT OF ` TANGENCY `y *MAINTAIN 27. M ROSS TYPE "G" EXPANSION JOINT CURB & CUTTER TO - - •� - • -• • • • —*- r ' • - ••• — ••• —� - -r SLOPE. 5' MI IDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. xx Lep-A EXPANSION IWNAPPROVED JOINT p ! EXISTI IOEWALKS, (A MIN, Stet a' SEAL T 7( ` Df EHINO BACK OF CURB}, lI',`Il)1'J1r1�I11i;1)l�I�'I�1 `1TI� EXPANSION JOINT MATERIAL M REMAN IN PLACE lT E"REMO Eo!DEWALK MUST TYPICIAL SrI'RI'; 'Irl~ C )'. `C'l�I:rIT .11'RON 4rl'2- ST2-{ W "0" A gRIVEWAY TYPE EXPANSION JOINT, RIE II VARIES ELEV.=TAC ELEV,+3' TYPE "G" EXPANSION JOINT SLOPE M1 1N, _ PER EXISTING CURB & uy 1•SL GUTTER TO BE KEEP 6" RISE TO i REMOVED PROPERTY LINE I APPROX.12" DRIVE IN ICT" PROPERTY LINE I - - - MATCH R OF EXISTING GUTTER - - IES ANACE CULVERTEXISTING PVMT• I _ Xr VAfhIES (MI " DIA. RCP PIPE) I I 6" ^' MAINTAIN 2'l. MAX I CROSS SLOPE I RETURN CURB TO HAVE A ROLL FACE DIMINISHING A _ -_ _ - AT RADIUS POINT. SI.X. 770. -. 1 PROPERTY - LINE NOTE, - - - —i— - �3" RISE, EXISTING BASE MIN. 25' MIN, R, REM pECRB TYPE "0" AMBULATORY RAMP / LONGITUDINAL SLOPE 1112 MAX. DRIVEWAY APRON SHALL BE TH R P '` JOINT 1. LENGTH OF DRAINAGE PIPE FO - - - DEFORMED TIE BAR 6" 128 -DAY CONCRETE I RESIDENTIAL DRIVES IS 36' #4 X 18" O.C. STRENGTH - 3000 psi) W!'�4 - - - - -.7 _ - - - r - _ - - - - - - - - - - & 20' MIN,0 AGE EDGE PVMT, FOR TYING NEW BARS 0 18" O.C.E.W. ASPHALT SIDEWALK CONCRETE TO EXISTING APRONS W/O CURB <& CUTTER ��` N Y _ 2. ALL DRIVEWAY PIPES HIN CUL T _ CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN _ _ _ _ _ - _ - - _ _ _ NEAT ROW MUST HAVE RETE NS STREET ONLY DITCHED STREET SECTIONS NEAT SAW CUT SAW CUT SLOPED ENO SE (611 SLOPE) OR PROVED ONLY. _ ���- _- EQUAZ11, 7(x.1' .1-.1 1♦Y1'Il)KIN71I,Nlt' _�y l,,N'1 1NC'l�� -•�T TYPE "G" AlNEAT EXISTING Cuft6 & GUTTER TO EXPANSION JOI SAW CUT BE REMOVED - REPLACE STREET SURFACING AS NEEDED NVFl♦H (I' l A7111111' Cl N-1 1 'ARC` A 1)1Z1�'1�; VAA A7 OL < S ,. <`2 1 -03 i LO z U Ln w # 28 -DAY CONCRETE �C'1 4 BARS, 18" O.C.E,W, �� � � ' �'' STRENGTH - 3500 si EXISTINGSEAL COA MIN, 6" HMAC _ p ' a OPP- TRANSVERSE REINFORCEMENT: (TYPE C OR D}� HMAC '' EL 5 B 5, 16" LG..,COMPACTED CEMENT 1/8" R SEN. WITH JOINT MATERIAL 04 BARS AT 18" C. TO C. TYPE "G" JOINT E i r 6„ W CUT -.� \\\ t IN ST, P{VMT,), O 18, O,C. STABILIZED SAND 6 a -o I _. _. 'C4g •oS '„o.d• oo.�.•"o`o�n.e a Q� - - Ei TING iCE.. -�•6” _ '�"►/� '.. . ... „ STREET SAW CU �L.j 6,. MIN.. 1g" C:lC1! T 12" . I '-'':•::=- •'� COMPACT CEMENT- 8T11811.I�EB S� '. E0 N 1�" . ; STABILIZED SAND 00 YPE "d" JOINT METAL KEY WAY PLA DEFORMED TIE BARS f1lE3C ' "'" REFER TO HMAC SPECIFICATION '' -�=-�' FOR LIVT AND COMPACTION -' '•' #4 X 18", 18" O.C. 12" 0.0 REQUIREMENTS I ?. •: TYl' , .I SNI SEE BEDDING DETAIL FOR - - ,d �`• SEE BEDDING DETAIL FOR PROPRIATE PIPE TYPE , APPROPRIATE PIPE TYPE I1C)NC IrI♦t'1)IN� C)I�IrI; - UNDISTURBED vAutIES - UNDISTURBED SOIL . - S EODING DETAIL FOR ►' LONGITUDINAL JOINTS SHALL BE REQUIRE NLY ON THE 40' d' 40' VARIES U ►STU SOIL APPR TE PIPE TYPE::. CENTERLINE OF THE PAVEMENT & IN INTERSEC AS DETAILED LONGITUDINAL REINFORCEMENT: � VARIES e' #4 BARS AT 18" C. TO G. 1� i r TrIl t r � .� r z .... �. C )1 11N (.. l . I~ C ) .a C.. l ' I Sl%AI l C..0 A I / r .r u } I. 1 CON cm 11 311i1< CyRENN`1�11, Sr1♦l�l°ll��rl' C.)1'l+Jl�LAY STREET J 1 � � r1,Y1'IC:'!� I J C INrI` lilt ()1 ,1x'11�JNrI' I AYC)['rl~ 44 - fi ,;.� EOR C NCR 1 , l'11ti�EM E, NT .I0-4 SEAL W/EXPAVSION JOINT MATERIAL 0TH DOWEL BAR 314 x 113", 12" D.C. ! Row ' 1/4" R - 3/4" (COATED EAVY GREASE) F 6„ MIN. e a' i —40 15, 16'UTILITY 14' I I I 14' 16' UTILITY � N EASMN _.... EN OTE i! MENT 12' I (SEE NOTE 1) TIAL COLLECTOR SEC SECTION PAVEMENT _ CURB 41 „ WIDTH 24 R.O,W WIDTH 70 100 —40 15, 16'UTILITY 14' I I I 14' 16' UTILITY � N EASMN _.... EN OTE i! MENT 12' I (SEE NOTE 1) SAWED 0" FORMED AL WITH JOINT MA IAL, SEALING NOT RE IN CURBS. � 6" MIN- •4 BARS, 18" O.C.E.W. i C )N'I♦1Z11C"1'IC )N .1C )IN'I♦ TR FRSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER LONGITUDINAL JT.0 90• rl'Yl'ICY��I, lZt.'l���I, W)� D 1Z1 11 "1 N ,CJ IM til.C` TION ` TO CHORD OF RADIUS. (TYP.1 v� NOTES! TES:IrhYN. 1, ALL SUBGRADES SHALL BE STABILIZED, 5, REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FORi, TO BAGS UNIFIED DESIGN GUIOELIN MANUAL OR 2. COLLECTOR STREETS WILL BE REQUIRED TO US (TYP.} SUBGRAOES WITH PI>15 AND ?PASSING THE '200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH, -I REINFORCED CONCRETE 128 DAY STRENGTH• PSI) :> IYAc Drat CJltlt,:7t 1'Ati Si11c ACC RIGHT OF WAY AND PAVEMENT WIDTH. u1 SI 1., USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO HMAC trd ' TYPE "G" JOINT AT ALL �` -__ 3. FOR SUB WITH PK 15 AND 1. PASSING THE 200 BASE 0R 81' CRUSHED LIMESTONE BASE FA841ZEDI RADIUS POINTS AND - - - - ----- _ TLAND CEMENT STABILIZATION, SUSGRAOE N ACCORDANCE W CS UNIFIED DESIGN y SIEVE < 35i, U MAX. DISTANCE OF 4, SIDEWALK PLACEMEN S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS 0 BY CITY ENGINEER. VARIABLE R-O•W (SEE NOTE 1) - - .300' ON TANGENTS r T-6" WILL BE DETERMINED BY INEER. LE i � C TO B!C (SEE N ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER BACK OF CURB HAVE BEEN SARED,BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED::OR'HYDROMULCHED AND WATERED UNTIL on; 41 TYPE "D" JOINT GROWTH;IS. ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS -9 _ 2B go vs & fat *,Commit E:;lf� v,11� I IS PRESENT,:BLOCK:$00 WILL BE REQUIRED. BARED AREAS SIE I AL SON" C 4 _ ` KTP' TYPE "B" JOINT TYPE "G" JOINT FUTURE I EXTENSION OR ROP. SHALL.BE SEEQEO OR SODDED WITHIN 14 CALENDAR DAYS OF WORK ITYPA LAST ,DISTURBANCE. L , . DRAWN By: C.L.M. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED I MASE' 01-01-09 DURING THE.ENTIRE TIME THAT EARTH HAS BEEN BARED BY �p a 'F '•" `� I 0 ♦`1 , r i i CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE : F _ _ $ _ ST $ C AL E : N T S l 1 I I�:i�l�•1C �l, irI~ 11I�� C l.i•l i� VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS F a � volt �-11T � 1 0' +1�� � �E . � �� .COMPLETE AND THEN REMOVED BY CONTRACTOR, i APPROUE� ® W. P. J1. C'O N C' II l ;rl1l , I NrI'I :IIS I'C'rI,I C ) N TZ 17C`i�I1 rI'I�IiJIt l�` SI{ C I�`IC7NT TYPT( t�IJ . .I JI I-' SrJ�C� t ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 3 i , SILT AFTER EVERY RAIN, 1 G 1„-J R :E `} } t:51'N.11.Y7t'C'C�.1't7�'1:7Y: I'.1 f 7::11/:a"!' �j l - R .\TCIRC�I,7J t ).�YYs'!•;'/'1':1'.1 t7:.111::AJ'- �` i SHEET 1 C)F 1 RECYCLED MATERIAL 1/2" -- K i 1!2' THICK AS MANUFACFUREO 3" LONG META. OR PLASTIC c BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1116" G TER APPROVED EQUAL THAN DIAMETER Of DOWEL BAR. _ W � v d NOTES: MIX TD, RIBBON _ CURB 41 „ MUST BE LONG ENOUGH TO COVER " OF DOWEL ANO HAVE STOP SO END ; r '. �' T 7 } ' T ,` ii CAP IS i FROM THE END OF BAR. 111 l I I ETAL KEY NVAY I I 1. RURAL SECTIONS WILL NOT REQUIRE 16' m • F SPHALTIC EASEMENTS PARALLEL TO ROW WITHIN CONC. PVMT, J J Jl J CITY LIMITS. o � -SLOPE -► '' 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL TYPE °tin FOLLOW COUNTY SPECS ANO STANDARDS I J MIN, 4" HMAC BASE , NOTE & EXPANSION JOINTS AS SHOWN AND AT OR 6" CRUSHED S9Bz TEO STABILIZED SUBGRADE1XPANSI)N TM AT VARIES EACH RADIUS POINT, CURB EXPANSIONA LIMESTONE BASE. MOISTURE S 0.698 CO TWEEN 0 AND TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P,C.'S, P.T.I. & OPPOSIT .I,'S, JOINTS SHALL BE AT 60' CENTERS. CURB •41. OF OPTIMUM & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE „0.. JOINT -i SAWED 0" FORMED AL WITH JOINT MA IAL, SEALING NOT RE IN CURBS. � 6" MIN- •4 BARS, 18" O.C.E.W. i C )N'I♦1Z11C"1'IC )N .1C )IN'I♦ TR FRSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER LONGITUDINAL JT.0 90• rl'Yl'ICY��I, lZt.'l���I, W)� D 1Z1 11 "1 N ,CJ IM til.C` TION ` TO CHORD OF RADIUS. (TYP.1 v� NOTES! TES:IrhYN. 1, ALL SUBGRADES SHALL BE STABILIZED, 5, REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FORi, TO BAGS UNIFIED DESIGN GUIOELIN MANUAL OR 2. COLLECTOR STREETS WILL BE REQUIRED TO US (TYP.} SUBGRAOES WITH PI>15 AND ?PASSING THE '200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH, -I REINFORCED CONCRETE 128 DAY STRENGTH• PSI) :> IYAc Drat CJltlt,:7t 1'Ati Si11c ACC RIGHT OF WAY AND PAVEMENT WIDTH. u1 SI 1., USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO HMAC trd ' TYPE "G" JOINT AT ALL �` -__ 3. FOR SUB WITH PK 15 AND 1. PASSING THE 200 BASE 0R 81' CRUSHED LIMESTONE BASE FA841ZEDI RADIUS POINTS AND - - - - ----- _ TLAND CEMENT STABILIZATION, SUSGRAOE N ACCORDANCE W CS UNIFIED DESIGN y SIEVE < 35i, U MAX. DISTANCE OF 4, SIDEWALK PLACEMEN S WITH EACH LOCATION AND GUIDELINE MANUAL OR AS 0 BY CITY ENGINEER. VARIABLE R-O•W (SEE NOTE 1) - - .300' ON TANGENTS r T-6" WILL BE DETERMINED BY INEER. LE i � C TO B!C (SEE N ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER BACK OF CURB HAVE BEEN SARED,BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED::OR'HYDROMULCHED AND WATERED UNTIL on; 41 TYPE "D" JOINT GROWTH;IS. ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS -9 _ 2B go vs & fat *,Commit E:;lf� v,11� I IS PRESENT,:BLOCK:$00 WILL BE REQUIRED. BARED AREAS SIE I AL SON" C 4 _ ` KTP' TYPE "B" JOINT TYPE "G" JOINT FUTURE I EXTENSION OR ROP. SHALL.BE SEEQEO OR SODDED WITHIN 14 CALENDAR DAYS OF WORK ITYPA LAST ,DISTURBANCE. L , . DRAWN By: C.L.M. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED I MASE' 01-01-09 DURING THE.ENTIRE TIME THAT EARTH HAS BEEN BARED BY �p a 'F '•" `� I 0 ♦`1 , r i i CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE : F _ _ $ _ ST $ C AL E : N T S l 1 I I�:i�l�•1C �l, irI~ 11I�� C l.i•l i� VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS F a � volt �-11T � 1 0' +1�� � �E . � �� .COMPLETE AND THEN REMOVED BY CONTRACTOR, i APPROUE� ® W. P. J1. C'O N C' II l ;rl1l , I NrI'I :IIS I'C'rI,I C ) N TZ 17C`i�I1 rI'I�IiJIt l�` SI{ C I�`IC7NT TYPT( t�IJ . .I JI I-' SrJ�C� t ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 3 i , SILT AFTER EVERY RAIN, 1 G 1„-J R :E `} } t:51'N.11.Y7t'C'C�.1't7�'1:7Y: I'.1 f 7::11/:a"!' �j l - R .\TCIRC�I,7J t ).�YYs'!•;'/'1':1'.1 t7:.111::AJ'- �` i SHEET 1 C)F 1 i THICKNESS AS ----._:__ THICKNESS DESIGNATED ON PENS DESIGNATED ON PLANS pl" Q ill O.C.E.W. O.D. • T'-0" ^~ i•�— 5..0..� �5'" TYF. ,,�- OR AS DESIGNATED ON PLANS ••--•' '� 1.,6.. ' ,�>-�- ON. S•-0" L ASNAT d — — — = - - ,*- - - - _, �6" TVP. - - - J QOLInnCI ` - - A •3 BARS !! 18" O.C.E.VY. v r ON',.��yt� ��1 1 i I / I©nnnnn EXTENSION I ` � I � �--- - aoQo°n©; _ _ � _ 1 z VARIES 61• v I nC]Onnn ( ,,! ' � _ HEIGHT 1 •"_ ,,.' fi - - - - nnnnn0 I- - - - - NOTE: T �.<r , I fl/x VARIES vT - - - _ - , MATCH Et 13' RADIUS I _ , _ ._ _ _ ,1 - - - - MN. 18" TOE WAIL TO BE CONSTRUCTED �•.`�- .- � � •� i�� ki����— AT BEGINN IN.0 & END OF CONCRETE MATCH ELE 1 r , WEEP E �, O.D. • fi" DITCH CHL & RIP -RAP SECTIONS. W MN. 2.-6, v rg' v. HwD. ir3 HT /j / �� NORMAL FAGE OF Cit92•-0" SOUARE28.OAY CONCRETE ( - s= s• 5• 5• 2"� 1�1,� � M£sH I �-1z'•x12•• cAty. HwD. f H.4' 18" TO 3O" AS, CLOTH 1/4" MESH STRENGTH= 3000 psi Hr3 WHE E W/GRANULAR MATERIAL I` SW PAVE M RfACE TO THR 11 _ : 11., I.1 r— — I — —�"� D W/GRANULAR MATERIAL —t—=— �' J 0 SIGNATEDI 6„} NLPLANS CONCRETE STRENGTH = 3000 csi .4 BARS 12” O.C.E.W. O.Df' 6'• MIN. E-11 SID 11SIDE WALLS 6" TOP 626 -DAY CONCRETE STRENGTH= 3000 Psi �ANHoLE COYER BOTTOM SLAB I [ I;I;1 110 ; 1 III, F CURB pW IFIRAME fl ( " x 51 5 Z- 5 2 -CHANNELIININtCt(111E �.:�.:® H/3 WHEN i( I H•4'OR MORE °�` NORMAL GUTTER LINEWIMONA-A / )x DEPRES5EO GUTTER LINE '� MINIMUM WIDTH DRAINAGE EASEMENT I I 6" SIDE WALLS 28•dAY CRETE .4 BARS 6" O.C.E.W. Irp. TOP b BOTTOM SLAB t-3+ti #S'b#8V. S'M�i. FL STRENGTH= 0 psi �t� � � W SI•.Cown sv"~Am'17C1.\': l�:1 • � ��1fi••-;Y:,�. � ,,.� z IIN'�L1'. !11:'7:'11)' t!4 r T I'MAX. 'obi � �)TTd ..�� . 1-1/2 {:` RIP -RAIL I\C�I.1i: Cill�lrhl�; INI,171" I T 11. RECESSED C t R l� I 11j, , l Cl ,UR INLET ff � •T MI l'�I i) - 1 } 1 _{} 1 cN�T�'�, >��`� II�I�� ��� �� ���� MAXIMUM SLOPE 4. M� THICKNESS AS — HANDRAIL kkk DESIGN TIED ON PLANS A /4„ 3116., arts"�� " 1'ICilL 1'trLl� C'1I,�1. LL S' 7IO��' -3 B t8" C.E.W. \ T'-0" — _ - Li4 EAKAtlt4r YINYiiID• SIO 28 -DAY CONCRETE _ - - v r ��� STRENGTH ®$000 psi ,�� t _ I - s R � 4 . , -1 , , rr ([^, C yT 'yid` OR AS DESIGNATED � `#� � - .� — — — "' — �j j"� i �- a 1 i ♦ 1111 ..+' 1 �. �•..�.1. \ ,..........,_. • , " ' STAND i A i 2.R L ON PLANS �•f '` Go�� A ODDDOODDDDDHHH A , ���_{.�2 - I 4-4 BARS In 28 DAY CRETE - A DIAGONAL 1 �Ua ` - - STRENGT 3000 psi r HEIGHT A I MAIN I j (j tl VARIES FLOW t� 1 ISHIID t uLlj(ii ; s MATCH FLELEV.- T = I -LINE e„� -3 BARS a 12" O.C.E.w. STRENGTH N=ONCRETp 3000 psi % NOTE= 18" WALL TO BE CONSTRUCTED t 017.711`:1 C A, ( 7) 17-j? 1`:1('A :. �,. 1B' TOE oowN 18 TO 3fi., As O.D. • 6" STD. CAST IRON MANHOLE - - J _ i Ir ,; AT BEC L ENO OF CONCRETE MIN. 3` IN STREETS 28 -DAY I'I,.1 ,.. :c (ALSO AT DESIGNATED ON PLANS DITCH LININ IP -RAP SECTIONS COVER AND FRAME . FLUME ENDS) SOUARIE CONCRETE STRENGTH -3000 p A C:'I>'US,S'.41(7`1O.�' -' L �• t30" ptAl l IL,� j `1N M1 DISTANCE PIPES BETWEEN — 1/2" FLAT FACED GOTHIC' v r T , tr T 1I� -_-_- wlAPPROPRIATE CITY TITLE _' _ $ C.Rl',,l 1`1 SI )ltd LI1t)1'1t. l'lit)rl 1t,C,1�I{)1� 0.0. fi" ON. TO 36" - 12" APART � OR LARGER - 1B" APART IIx a et+r,n Ing -A 6 • TIN' & BOTTOM SLAB •4 BARS 6" O.C.E. A PaLUTE JJ _ ORA RS R]YER50 A 2'-D" Con -4 BARS 12•' O.C.E.w. �- •4 BARS 12 O,G,E.W. i TOP & BOTTOM SLAB Ito ASURA fl SDE WALLS -" SIDE WALLS b SIDE WALLS • �• O.D,• MIN. I t /LARGE MOUTH BASS LOCO - I 6' TOP 6 I i TOP 3/4" FLAT FACED GOTHIC ( 173? 13'.1( h t S' D CONCRETE STRENGTH= 3000 psi BOTTOM WAILS _ - ON 31 -�- VARIES + BOTTOM & t2} PLACES 2B .' • W ` _� t5£E NOiE> T t t T , r SECTION 3- MIN. EACH �E - V SIDE WALLS SLAB l�rl,j1:� I I OLE, E, III \ C J AN I) C. O � � � 1{111 � 1: D A R D T`I 1�C .' :� ` E SECTIO N T T T T T T T T T T T CITY OT COLLEGE ST.TION A 4 BARS 6" O.C.E.W. 4 BARS F" A P0.LUTE • �,, `` OeAIl+s TO 1 1I EXPANSION JOINTS AT 60' O,C. 11t) -f TOP d BOTTOM SLAB 6 E WALLS TOPBA BOTTOM D.C.. 6" SIDE WALLS No BRSWA �r=-�� RIVERS 11G-{1 L 11L l�. .SLC. 11(1.1 ,1-.1 - .51:(.I70,1 , 1-.1 � /APPROPRIATE FLAT FACED GOTHIC PROPRIATE CITY TITLE T I'M )[ 'T L( )C�{ 1011 I ,`1"1��'1i111I1 I11S, G'rR1"1EItlIJI" �][ \N(71 -IOC twx I -{ 1)I-{} l'I.1�r1~l: i 1)1 12' BARS F E N B5 E 12„ ENN1 i•Vx \ I �c (a.ox eAR . oi•n,t / awl 1fi•vx CONFORMS TO 2151OPE :,❑ % I �' S •, ,EARS f BARS 1 Y— BARS A t 4' vin_ — I• I 6 ❑ SARS C 18 8ANT5 G BARS OARS E -0 A R' FOOTING AS SHD" �j6.. s,. ITYP.) / 1�:11(.1�V;1'L . • I < - ' �'' RE �EouI1Eo To puWTTANF40'RMN COVER OR PPES- CONGRf I FOOTING SHALL SE AOOED i0 TOTAL ,3 .,U., BARS " ^� 9 8 QUANTITIES S40MH. 1 PER BLOCK SIDE LLE I', I !IC).�• _ , .. : ; 1)1, .511,1 )'1111 � i I 28 -DAY CONCRETE 6- 111S.5I1 � .1 (.1 JILOCh LOC.. 411(�ll I 1 I TRENGTH = 3000 psi I r' T2" MK 1)1.t /C.11 r�•.� PROVIDE RIP -RAP ROCK I i I C, (MIN, 20 LB, PIECES) �— I i BARS S CONSTRIACTK><I au v BARS E BARS B 1QNT BARS Ai -Az .-� 6' C4 I A BARS Y € ZBARS Ai•Ax ry '� 1 ___---------- --- - -� >r a 6.. I ! I SE I'70IN /1 t� t 6., a• PROVIDE RP -RAP ROCK CS .1'1,.1.1. 171;• 1....,.. [ LININ. 2O I.S.BPECE51 ! r •4 BARS. O.C.E.W. 24., GENERAL NOTES L WALLS, BOTTOM SLAB S> TOE ALL E7�OSE0 CORNERS S&L BE REO M-. RENFtAFTCNG STEEL SHALL BE PL Tx T CENTER ' OF THE OUTSIDE LAYER OF FROM TI SLIRFAC£ OF THE CONCRETE: TOTAL Ou s NCL ONE 20 - btAVIETER LAP fOR All R 6..O,.N ,WjTti 28.OAY CONCRETE STRENGTH= 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES RENFORCNG STEEL F HEADWALL BARS Ai Ax B BARS Bi Bx BARS C BARS) •'Qs BARS E 81 1:1 f BMrS G BARS S Yt•Vz BARS W 18,, TO 36`' 12 APART •4012'). •3o1B"•, •4N)t •> 5 4 3 4 5 4$" OR LARGER 18" APART I TYPICAL 1 IC.AL C{)NC.RET , I Iltl��l)�'� ALL Y C� {) N C 111 ITF H l : D, � NL1L FOR 2 PIPES c EN1) NA "A �I1 `�rIr1�I I V�TI�Cs,� 1)�3-(}{) {) SELECT MATERIAL — - �.o,:;<';g,•r 1 .i .l)..1' ��.1 zkl:�i F THE DITCH )WHICH 15 FlR : OF: a l✓ MATERIAL EXCAVATED FROM e.o•.yw.?•n: ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO Z) ;::.;:;.p;;:, 7%IE inUlttLLi/C' C tr1:4 5/ilt INCHES IN THE LARGEST DIMENSION), COMPACTED TO 2"` }AIN. COMPACTED CEMENT STABILIZED: MINIMUM OF 901. OF MAXIMUM DENSITY AS DETERMINE BY / SAND. 1-1/2 SACKfCY IPUGMILL ( ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WI IN �� ONLY). SPADE BY LIFTS INTO OPTIMUM TO •4X OF OPTIMUM UNDER NON STRUCTWR PIP 0,0, PLACE, TO TILL ALL VOIDS AREAS Iie...YARDS, PASTURES, EASEMENTS) AND TO A M AROUND Pte, MANUALLY MINIMUM OF 98'1. OF MAXIMUM DENSITY AS DETERMINE I4•' w,) CONSOLIDATE AT OPTIMUM>i BY ASTM D698 (STANDARD) AT A MOISTURE CONTENTWITHIN MOISTURE. E AREAS. OPTIMUM TO 4% OF OPTIMUM UNDER FUTURE STRE x I PIPE - !� "PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PIPE. THE TRENCH BOTTOM SHALL BE� 8" MIN./12•' MAX, HOPE PIPE IS NOT TO BE C ADED SO AS TO PROVIDE UNIFORM USED UNDER PUBLIC STREET SUPPORT FOR THE PAVEMENT O CONTINUOUS CEMENT STABILIZED SAND AS PE BARRE SE WEEN BELL HOLES. DRAWN BY C_ L. M. A MINIMUM WILL ALWAYS BE 1) 111I,1� C.,I I a� REOURED, DATE: 01-01- 1�1�,DDIl� � VN I SCALE- N T 'S C'O\C'lij,,rj,,j., 1pl., t 'APPROVED: P. K. 000� 'I F I G U R E I, EE) I I SHEET 1 OF 1 TOE WALL OTE+ TO BE CON UCTED MI . 1$•• T BEGINNING 6 END OF CRETE TCH CH NEL', , RIP -R ECTIONS. F CURB pW IFIRAME fl ( " x 51 5 Z- 5 2 -CHANNELIININtCt(111E �.:�.:® H/3 WHEN i( I H•4'OR MORE °�` NORMAL GUTTER LINEWIMONA-A / )x DEPRES5EO GUTTER LINE '� MINIMUM WIDTH DRAINAGE EASEMENT I I 6" SIDE WALLS 28•dAY CRETE .4 BARS 6" O.C.E.W. Irp. TOP b BOTTOM SLAB t-3+ti #S'b#8V. S'M�i. FL STRENGTH= 0 psi �t� � � W SI•.Cown sv"~Am'17C1.\': l�:1 • � ��1fi••-;Y:,�. � ,,.� z IIN'�L1'. !11:'7:'11)' t!4 r T I'MAX. 'obi � �)TTd ..�� . 1-1/2 {:` RIP -RAIL I\C�I.1i: Cill�lrhl�; INI,171" I T 11. RECESSED C t R l� I 11j, , l Cl ,UR INLET ff � •T MI l'�I i) - 1 } 1 _{} 1 cN�T�'�, >��`� II�I�� ��� �� ���� MAXIMUM SLOPE 4. M� THICKNESS AS — HANDRAIL kkk DESIGN TIED ON PLANS A /4„ 3116., arts"�� " 1'ICilL 1'trLl� C'1I,�1. LL S' 7IO��' -3 B t8" C.E.W. \ T'-0" — _ - Li4 EAKAtlt4r YINYiiID• SIO 28 -DAY CONCRETE _ - - v r ��� STRENGTH ®$000 psi ,�� t _ I - s R � 4 . , -1 , , rr ([^, C yT 'yid` OR AS DESIGNATED � `#� � - .� — — — "' — �j j"� i �- a 1 i ♦ 1111 ..+' 1 �. �•..�.1. \ ,..........,_. • , " ' STAND i A i 2.R L ON PLANS �•f '` Go�� A ODDDOODDDDDHHH A , ���_{.�2 - I 4-4 BARS In 28 DAY CRETE - A DIAGONAL 1 �Ua ` - - STRENGT 3000 psi r HEIGHT A I MAIN I j (j tl VARIES FLOW t� 1 ISHIID t uLlj(ii ; s MATCH FLELEV.- T = I -LINE e„� -3 BARS a 12" O.C.E.w. STRENGTH N=ONCRETp 3000 psi % NOTE= 18" WALL TO BE CONSTRUCTED t 017.711`:1 C A, ( 7) 17-j? 1`:1('A :. �,. 1B' TOE oowN 18 TO 3fi., As O.D. • 6" STD. CAST IRON MANHOLE - - J _ i Ir ,; AT BEC L ENO OF CONCRETE MIN. 3` IN STREETS 28 -DAY I'I,.1 ,.. :c (ALSO AT DESIGNATED ON PLANS DITCH LININ IP -RAP SECTIONS COVER AND FRAME . FLUME ENDS) SOUARIE CONCRETE STRENGTH -3000 p A C:'I>'US,S'.41(7`1O.�' -' L �• t30" ptAl l IL,� j `1N M1 DISTANCE PIPES BETWEEN — 1/2" FLAT FACED GOTHIC' v r T , tr T 1I� -_-_- wlAPPROPRIATE CITY TITLE _' _ $ C.Rl',,l 1`1 SI )ltd LI1t)1'1t. l'lit)rl 1t,C,1�I{)1� 0.0. fi" ON. TO 36" - 12" APART � OR LARGER - 1B" APART IIx a et+r,n Ing -A 6 • TIN' & BOTTOM SLAB •4 BARS 6" O.C.E. A PaLUTE JJ _ ORA RS R]YER50 A 2'-D" Con -4 BARS 12•' O.C.E.w. �- •4 BARS 12 O,G,E.W. i TOP & BOTTOM SLAB Ito ASURA fl SDE WALLS -" SIDE WALLS b SIDE WALLS • �• O.D,• MIN. I t /LARGE MOUTH BASS LOCO - I 6' TOP 6 I i TOP 3/4" FLAT FACED GOTHIC ( 173? 13'.1( h t S' D CONCRETE STRENGTH= 3000 psi BOTTOM WAILS _ - ON 31 -�- VARIES + BOTTOM & t2} PLACES 2B .' • W ` _� t5£E NOiE> T t t T , r SECTION 3- MIN. EACH �E - V SIDE WALLS SLAB l�rl,j1:� I I OLE, E, III \ C J AN I) C. O � � � 1{111 � 1: D A R D T`I 1�C .' :� ` E SECTIO N T T T T T T T T T T T CITY OT COLLEGE ST.TION A 4 BARS 6" O.C.E.W. 4 BARS F" A P0.LUTE • �,, `` OeAIl+s TO 1 1I EXPANSION JOINTS AT 60' O,C. 11t) -f TOP d BOTTOM SLAB 6 E WALLS TOPBA BOTTOM D.C.. 6" SIDE WALLS No BRSWA �r=-�� RIVERS 11G-{1 L 11L l�. .SLC. 11(1.1 ,1-.1 - .51:(.I70,1 , 1-.1 � /APPROPRIATE FLAT FACED GOTHIC PROPRIATE CITY TITLE T I'M )[ 'T L( )C�{ 1011 I ,`1"1��'1i111I1 I11S, G'rR1"1EItlIJI" �][ \N(71 -IOC twx I -{ 1)I-{} l'I.1�r1~l: i 1)1 12' BARS F E N B5 E 12„ ENN1 i•Vx \ I �c (a.ox eAR . oi•n,t / awl 1fi•vx CONFORMS TO 2151OPE :,❑ % I �' S •, ,EARS f BARS 1 Y— BARS A t 4' vin_ — I• I 6 ❑ SARS C 18 8ANT5 G BARS OARS E -0 A R' FOOTING AS SHD" �j6.. s,. ITYP.) / 1�:11(.1�V;1'L . • I < - ' �'' RE �EouI1Eo To puWTTANF40'RMN COVER OR PPES- CONGRf I FOOTING SHALL SE AOOED i0 TOTAL ,3 .,U., BARS " ^� 9 8 QUANTITIES S40MH. 1 PER BLOCK SIDE LLE I', I !IC).�• _ , .. : ; 1)1, .511,1 )'1111 � i I 28 -DAY CONCRETE 6- 111S.5I1 � .1 (.1 JILOCh LOC.. 411(�ll I 1 I TRENGTH = 3000 psi I r' T2" MK 1)1.t /C.11 r�•.� PROVIDE RIP -RAP ROCK I i I C, (MIN, 20 LB, PIECES) �— I i BARS S CONSTRIACTK><I au v BARS E BARS B 1QNT BARS Ai -Az .-� 6' C4 I A BARS Y € ZBARS Ai•Ax ry '� 1 ___---------- --- - -� >r a 6.. I ! I SE I'70IN /1 t� t 6., a• PROVIDE RP -RAP ROCK CS .1'1,.1.1. 171;• 1....,.. [ LININ. 2O I.S.BPECE51 ! r •4 BARS. O.C.E.W. 24., GENERAL NOTES L WALLS, BOTTOM SLAB S> TOE ALL E7�OSE0 CORNERS S&L BE REO M-. RENFtAFTCNG STEEL SHALL BE PL Tx T CENTER ' OF THE OUTSIDE LAYER OF FROM TI SLIRFAC£ OF THE CONCRETE: TOTAL Ou s NCL ONE 20 - btAVIETER LAP fOR All R 6..O,.N ,WjTti 28.OAY CONCRETE STRENGTH= 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES RENFORCNG STEEL F HEADWALL BARS Ai Ax B BARS Bi Bx BARS C BARS) •'Qs BARS E 81 1:1 f BMrS G BARS S Yt•Vz BARS W 18,, TO 36`' 12 APART •4012'). •3o1B"•, •4N)t •> 5 4 3 4 5 4$" OR LARGER 18" APART I TYPICAL 1 IC.AL C{)NC.RET , I Iltl��l)�'� ALL Y C� {) N C 111 ITF H l : D, � NL1L FOR 2 PIPES c EN1) NA "A �I1 `�rIr1�I I V�TI�Cs,� 1)�3-(}{) {) SELECT MATERIAL — - �.o,:;<';g,•r 1 .i .l)..1' ��.1 zkl:�i F THE DITCH )WHICH 15 FlR : OF: a l✓ MATERIAL EXCAVATED FROM e.o•.yw.?•n: ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO Z) ;::.;:;.p;;:, 7%IE inUlttLLi/C' C tr1:4 5/ilt INCHES IN THE LARGEST DIMENSION), COMPACTED TO 2"` }AIN. COMPACTED CEMENT STABILIZED: MINIMUM OF 901. OF MAXIMUM DENSITY AS DETERMINE BY / SAND. 1-1/2 SACKfCY IPUGMILL ( ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WI IN �� ONLY). SPADE BY LIFTS INTO OPTIMUM TO •4X OF OPTIMUM UNDER NON STRUCTWR PIP 0,0, PLACE, TO TILL ALL VOIDS AREAS Iie...YARDS, PASTURES, EASEMENTS) AND TO A M AROUND Pte, MANUALLY MINIMUM OF 98'1. OF MAXIMUM DENSITY AS DETERMINE I4•' w,) CONSOLIDATE AT OPTIMUM>i BY ASTM D698 (STANDARD) AT A MOISTURE CONTENTWITHIN MOISTURE. E AREAS. OPTIMUM TO 4% OF OPTIMUM UNDER FUTURE STRE x I PIPE - !� "PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HOPE PIPE. THE TRENCH BOTTOM SHALL BE� 8" MIN./12•' MAX, HOPE PIPE IS NOT TO BE C ADED SO AS TO PROVIDE UNIFORM USED UNDER PUBLIC STREET SUPPORT FOR THE PAVEMENT O CONTINUOUS CEMENT STABILIZED SAND AS PE BARRE SE WEEN BELL HOLES. DRAWN BY C_ L. M. A MINIMUM WILL ALWAYS BE 1) 111I,1� C.,I I a� REOURED, DATE: 01-01- 1�1�,DDIl� � VN I SCALE- N T 'S C'O\C'lij,,rj,,j., 1pl., t 'APPROVED: P. K. 000� 'I F I G U R E I, EE) I I SHEET 1 OF 1 6. NOTES: r 2 1 4 I I.r 6' I T 1 SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. _ CROSS.SLOPE - 2:,, FINISH: LIGHT BROOM FINISH, JOINTS TO BE TOOLED V DEEP AT AN INTERVAL. EQUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS 2+t MSN. 0 40' O.C.,CONTRACTION JOINTS 0 4*0.C. CROSS ;SLOPE 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX. CURB, JUNCTION BOX, ETC.) 1 WN. K C ROSS SLOP E S DE 2/ MAX:. t2 MIN. ,,, -+ 1 .. 1 ., O.C. R •4 2 BARS 0 8 t t2" Q.C. 0 x WITH 2 BARS 0 W 3 x 4; COMPACTION: COMPACTED SuBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Y. OF MAXIMUM OR DENSITY A5 21 to 4;t � DETERMINED BY PROCTOR COMPACTION TEST ASTM 0598 (STANDARD) ANO SHALL BE 0.4% WET OF THE OPTIMUM MOISTURE CONTENT PAVEMENT v \YJ Y?hi.t i \ 111Aitit CURB 7,/h\'tl F , l.tJ t i !�\_ li/j:; 5: A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. h ^I� o SEN. WITH EXPANSION 8 TVP e a JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18", 12" D.C. 2:1 it•Y NOTE:- THIS DOES NOT TAKE INTO ACCOUNT DRNNAtiE 3/4•• (COATED W/HEAVY GREASE) 1At REQUIREMENTS - BERMS MAY BE REOUiREO -' SURFACE 11 PROPERTY LINE-- OUTSIDE OF THE SIDEWALK. a 4.. ws•- ' TRENCH GRATE 13.LONG 4 r p Si er 1 RECYCLED MATERIAL, 1/ 2" THICK AS MANUFACTURED META- OR PLASTIC CAP, INSIDE _ $ `!,\ flet', _ ty y d, '` of 1, nQI ' •,, k ¢ ., ne ° SIo BY J.D. RUSSELL CO.COOR DIAMETER TO BE Tli6" GR€ATEFt THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST -OF 3 BARS sa 12" > ° f RETE ,v BE LONG ENOUGH TO COVER 2 • I�'r�i,. �ij� 4 BARS Q 18 t�•�4:iWr6�Y ST 11131100 psi 9 " A.. DOWEL AND HAVE STOP SO END OF 041 7 K MIN.) r. I n CAP IS P• FROM Etat OF BAR. NOTE 16.5' (25' CURB RADIUS) r Q� PER TAS r r LOCA I, `�'l�Il1`!1,I ,`� STANDARDS ,• � .SI1)EN't ALK EXPANSI0 ,' iv M) - - & `)T`7t {f^t T TT O `! T - - : 29 OR BE LESS 1R ON POR1i10N OF RAMP OR TRANSITION , 3 W TO STREET I 2 .5' (20' CURB RADIUS) � 16.5' i25' CURB RAt>fI151 SII)1.I SLOPE' REQUIREMENTS se d Ao�m m, 1 .NIX `+ r s 1 1 -oo SAWED OR FORMED, 118" TO 3116" SEAL WITH EXPANSION 3'"0" MIN. g••0,. VARIES -31 j -y-CROSS SLOPE NOT TO EXGE s' 21 MAX - JO INT MATERIAL MIN."' TO STREET + V ' `- 4"x4"x3116" STRUCTURAL STEEL; TUBING;: 5, 3,. ' Y77tC7I7tr' SEE NOTE 4 ... O.C. MAXIMUM-- •: ...- 8.O.C. MAXIMUM.....-+- -'. ---•i2•• O.C. 4„ ,' )FINN -ALK I)lI/�I1��.11C�114 ,• ,; LA1t)11 E� .5 11) l ,N't ;� 11K ��� �•I I� t ,� •3 BARS Q 12" O.G.E.W.OR 28 -DAY CONCRETE 5 , r, STREET ..,Y, .; �.,�} T 1 A l S 11�EE I\ ERIS1.L 1 I N rlRENC:IIG'RATF, �l .� •4 BARS 0 18" OX.E.W. STRENGTH = 3000 psi 'Nil) J ,� Ski ,M- *CROSS SLOPE NOT TO EXCEED 2r. OR BE LESS THAN 17 ON ANY *CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN 1% ON ANY *CROSS SLOPE NOT TO EXCEED 27OR BE LESS THAN 17 ON ANY PORTION Of RAMP OR TRANSITION TO STREET / PORTION OF RAMP OR TRANSITION1 TO STREET ! ti �� `e 1 SII)FNATALK C 0INTRACTIONJOINT (4" THICK MINJ SEE FLASH NOTE 50.. _ QQ� R / 4, y Y 100 + �!� Y y t Y F ORS ALONG MINOR COLLECTORS I 111 PROPERTY-- LINE �. DETECTABLE PROPERTY-- LINE )ETECTABLE SWEEP SAND MIN 8" INTO ALL JOINTS ? AND Iu�iRGl1ll1 I-4"x2"r3/16" STRUCTURAL STEEL TUBING MAX 24" CdNC, SIDEWALK WARNING '� SURFACE _� _...�• Y Y 4"x4"x /i "STRUCTURAL 1"X1"x3/16" UCTURAL STEEL TUBING STEEL TUBING 3.1/2" SEE CONNECTION 0 z AMP" ,ea 6' SIDEWALK L12w` tet :L12 LOPEOp C RAMP- ::; 5' SIDEWALK 1.12 ( r 't " 7,5" FICTATTRRED r1� ; `AL 1'1`;l)1S;Sr1,RI;1N ,.m •��'® � >t � , �- .� ..•�� _ � > ......_.. I EXPANSION JT. b 3' SMOOTH DOWEL BAR. PAVER MATERIA. Clt.Alil)RA11. 112 DIA, X 16", WITH 9 12" O.C. BACK SMOOTH DOWEL BAR, OF. CURB 1/2" DIA. X 16", WITH - T'" MAX. SAND LAYING COURSE -,,;,�77�.,... 4 BACK (COATED W/HEAVY OF CURB 6' MIN' GREASE) 6' MIN. CAP 0 12" D.C. (COATED W/HEAVY ACCEPTABLE F TRAFFIC SEE NOTE 3 TE t�l•;NI:1Z:1Ir \()rl'1•;S: A E MATER ADL. •3 BARS a 12" O.C, . �, psi •4 BARS Q 18" 04", W TWX W11, ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDI<'NVALK PAVER SECC"FION 'tE tCTE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL 5' SIl)I` NN ALK ANIBUL'i'1URY RAMP EC`" ORS ALO \ ( Y . I I N t )Ii COLLECTORS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 1�'1' Srl'l�l�;l�T INrl'I�;lISEC'r110N, 1)liltr'1,;, I. LARGER APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS ` } .iNI) BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION S COMPLETE AND THEN REMOVED BY CONTRACTOR., C'C IN CRl',r I, SIljEAVAL K ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN, SW 1-02 6. r 2 1 4 I I.r 6' I T "VARIES .j r ' VARIES 1' 4- N � 3 VARIES NEENAH GRATE EO N PLACE OR VED EQUAL Six L y Y ( GREEN SPACE y :iS,z. `� a b ° • .; 8' 4 •+ SIDEWALK41 °`. 6 $fpEtYALK °, ,s, S h ^I� 6 a BARS e DETECTABLE 2:1 it•Y DETECTABLE WARNING `� WARNING SURFACE �\ ,_ •, SURFACE 11 PROPERTY LINE-- PROPERTY LINE--- ��__� IN, TRENCH GRATE ALLOWED WITH FROM THE CITY WHERE THERE _ $ `!,\ ° • °. STORM SEWER ?s ` • ° . c+ AVAIL ABLE. • 23' (iD' CURB RADIUS) f}• ` , 21.5'(2V CURB RADIUS) 16.5' (25' CURB RADIUS) CROSS SLOPE NOT TO EXCEED x '� THAN ANY z • ••23' 00' CURB RADx.LSY ® ��®`� •�"G 29 OR BE LESS 1R ON POR1i10N OF RAMP OR TRANSITION , 3 W TO STREET I 2 .5' (20' CURB RADIUS) � 16.5' i25' CURB RAt>fI151 se d Ao�m m, 1 p ° • y -y-CROSS SLOPE NOT TO EXGE s' 2y. OR BE LESS THAN 12 ANY PORTION OF RAMP OR T TION ° TO STREET 8• 5, 3,. m - - ,I r , J �' )l�s� ',I�I.K.1�:1I1 ['I111r1�C)IZ�T ,' )FINN -ALK I)lI/�I1��.11C�114 ,• ,; LA1t)11 E� .5 11) l ,N't ;� 11K ��� �•I I� t ,� r, .., ,.{r� Tr,,. ,; tr, 1Z�11'I1 l 11�11I11 I.� 1 I.1��1,C.1 It)� , r, STREET ..,Y, .; �.,�} T 1 A l S 11�EE I\ ERIS1.L 1 I N rlRENC:IIG'RATF, �l .� S�'t 'Nil) Fmw3-( ,� Ski ,M- *CROSS SLOPE NOT TO EXCEED 2r. OR BE LESS THAN 17 ON ANY *CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN 1% ON ANY *CROSS SLOPE NOT TO EXCEED 27OR BE LESS THAN 17 ON ANY PORTION Of RAMP OR TRANSITION TO STREET / PORTION OF RAMP OR TRANSITION1 TO STREET ! PORTION OF RAMP OR TRANSITION / TO STREET �� `e 1 Awe p _ QQ� R / 4, y Y + �!� Y y t Y F PROPERTY-- LINE �. DETECTABLE PROPERTY-- LINE )ETECTABLE PROPERTY— LINE y DETECTABLE . - WARNING SURFACE `- pY WARNING -- SURFACE �� -- f y WARNING '� SURFACE _� _...�• Y Y +• 8' SIDEWALK Z RAMP" Misr z AMP" ,ea 6' SIDEWALK L12w` tet :L12 LOPEOp C RAMP- ::; 5' SIDEWALK 1.12 1:12 1/ SLOPE MAX, 3, EXPANSION JT.WE & SMOOTH DOWEL BAR, I EXPANSION JT. b 3' SMOOTH DOWEL BAR. EXPANSION JT.6 1/2•' OIA. X 16" WITH CAP 0 12" D.C.CAP 112 DIA, X 16", WITH 9 12" O.C. BACK SMOOTH DOWEL BAR, OF. CURB 1/2" DIA. X 16", WITH BACK tC0ATE0 W/HEAVY OF CURB 6' MIN' GREASE) BACK (COATED W/HEAVY OF CURB 6' MIN' GREASE) 6' MIN. CAP 0 12" D.C. (COATED W/HEAVY GREASE) K SIl)1` NVALK AMBUI ArI ORY RANIP U SIl)1s NVALK AN,1131'I 5' SIl)I` NN ALK ANIBUL'i'1URY RAMP �� 1 11�1�1�11 I� 1 1`,1� 1'�C. l I�)� c� DRIVES AT' , ,r , , .. , .r , , , , Zr , ), l)1ZI�'l�;` llrl~ Srl~lll�.l+i 1~ I�rl'1•;I���l`:C�r1�IC):� ; I)III�'lt. 1�'1' Srl'l�l�;l�T INrl'I�;lISEC'r110N, 1)liltr'1,;, I. ) }) ` } DETECTABLE WARNING SURFACE VI W O p a W LANDING WaS _Iw f M ooaa oovooANO USUAL oaoao000000o000 6" MIN. - FACE OF 10" MAX, CURB TYPICAL I'I..1C'1':1I1':\'I` t)I'' 1)I:I'1'l"J'AI3L1"; WARNING St'RFAC E, ON IAt1)ING ,7N11L-tlLl 0 in V u IL ond g Q. � 'o Delectable wornin9 9urfOCe {Domes to run poroliel to 4" Mox pedestrion troves) and Usuol 060606000 o 000000000 Side score 000000600 E 000000000 tiypieap oaaa0000* 6" •nin Face at 10" moo curb TYPICAL PLACFAIFINTOF DETECTA BLE, 11'.11�tI�(x 5t I�l� 1C'1: (}1 SLOPING RAMP ltt•ti c5. x 5. t; c LANDING o y u a�b Y WI0. 9 111:710' i �a SIDE FL Y 1-- 1:10 SLOPE (Y MAX. Foce Of (TYPICAL) 4'RAMP WIDTH CAL) (TYPIcurb ( TYPICAL) TYPICAL ANIBI "LATORY RAMP \V_ I`L.:1ItED NVI\(rS SNN"2-02 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1, CURB RAMP$ MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED OOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE it LL SLOPS ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. TILL DRAM PR PERLY SHOULD BE USED, ADJUST CURB RAMP LENGTH 0R GRADE INCLUDING SIDE FLARES, FURNISH DARK BROWN OR DARK REO F APPROH SIDEWALKS AS ]DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED z CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS, 7. LANDINGS SHALL BE A 5• X 5' MINIMUM WITH A MAXIMUM 21 SLOPE IN ANY _ 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND )RECTION, c!r NOT ALLOW WATER TO ACCUMULATE. =' 3. i ANEUVERI G SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN ' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE O TRAVEL WHEN ENTERING THE STREET. HE PARALLEL VEHICULAR TRAVEL PATH, - 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE A. 1AXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR, EACH CURB RAMP TYPE. URB RAMPS WI IH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN OULD NO I NO MALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT DEPTH IN THE DIRECTION Of PEDESTRIAN TRAVEL, AND EXTEND THE URFACE I PL' TING OR OTHER NON•WALKINC SURFACE OR BECAUSE THE SIDE FULL WIDTH OF THE CURB RAMP OR LANOING WHERE THE N'ROACH S 5 BSTANTIALLY OBSTRUCTED, OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET, 6, DITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE Q TEXTU E MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY i EDGE NEAREST THE CURB LINE IS A MINIMUM OF 61• ANDA TAIDARD (TAS) AND 16 TAC 68.102, MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7• 0 SERVE AS Ai PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS, F 5' WIDE MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE VER NOR HROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, S. ROSSWAL OIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. S SHOWN ELSE HERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ARKINGS ARE t�07 REOuIREO, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL ROSSWALj�S, 0 AS DIRECTED BY THE ENGINEER. 9. XISTING fj) IIEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS THERWIS SHOWN ON THE PLANS, 10, ANORAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER N ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11, SEPARATE URB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER LEMENTS WITH PREMOLO OR BOARD JOINT OF 3/4•' UNLESS OTHERWISE DIRECTED Y THE E GINEER. 12. ROVIDE I SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13, LARE SLOPE SHALL NOT EXCEED 10Y. MEASURED ALONG CURB LINE. ' GENERAL NOTES (PAVERS) 1" ,,, FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL IF= -IN -`-II lye REOuIREMENTS OF ASTM C-936, C•33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. �- -T AY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS L C � CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNit. CUT r y_y DETECTABLE WARNING PAVER UNITS USING A POWER SAW. d d O O Lundin V u 2 0 0 0 0 r 00, NO -3 REBAR AROUND PAVER INSET a.-, Detectable worninq ]Dover with trunco ed DETECTABLE WARNING PAVER WITH 4" Me x donne surfoce EXPANSI JOI T TRUNCATED DOMESURFACE :•1131.1. I I : IRAY. YG 1'.1 17:11' and Usuol AS REO I ED I 1" MORTAR BED • SHALL CONFORM TO ~�T� A A ' OE Ft ARE APPLICABLE SPECIFICATIONS © e Side (lore yp) I CONTROL JOINT PERMISSIBLE iv E �- (Typical) ir I ._Fee* of MIN. 4" curb 17t'1.'AK1117,1)120,111"T-17 l7,1t.1' No; REB ar i8' ALX,) N•CENTER C.11ffl 11.'1.111 BOT WAY CLASS L ASS A CONCRETE CRS ECIfSA SHALLTO I FSNV2-013 I v s. 4� r �1 I - ...R I, s I'I I I I`Y C) I3Y1�1'� f7�r_ l.�irdrll rlitil r ,rc.Stslr DRAWN By. C.L•M. DALE 01-01-0 SCALE: N T S APPROVE]: W. P. K. EIGU4E MOTE= GENERAL NOTES. i, VALVE EXTENSION TO BE USED I. FINELY DIV! EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" '!� .• --24" % 2a•• % ET ONLY WHEN TOP OF CATS VALVE SHALL BE LACED BY HAND, ANO COMPACTED AROUND THE CAST IRON PIPE NY RAN 28 -DAY CONCRETE- IS DEEPER THAN 5 FEET FROM TO A DEPT` STANDARD F STRENGTH 2000 psi FINISHED GRADE. BY ANY M� OF 12'• OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN GATE V VE G . A WTIH •4 BAR AROUND 2. ALL VALVE OPERATING NUT CHANICAL EQUIPMENT. W/VALVE�OX ALL VALVE 80x- EXTENSIONS TARE TO BE MADE 2, ALL CONCRETE BLOCKING SHALL BE 28 DAT CONCRETE STRENGTH • 2004psi. WATER LINE A STEEL, SIZED AS NOTED, 3ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM Of 2 SQUARE FEET OF AS REQUIRED + ,ANO PAINTED WITH TWO (2) BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY COATS OF METAL PAINT, COPPERHEAD SNAKEPIT TEST THE ENGINEER. TEE OR TAPPING SLE v MIN STATION (LIGHT DUTY) OR 3. EXTENSIONS SHALL BE A MINIMUM 4, WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS & VALVE AS REQUID APPROVED EQUAL OF ONE (U FOOT LONG. REACHED 7 DAY STRENGTH. AS 4. VALVE BOX LIDS LOCATED ON REOUIRED , VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARBELL WILL HAVE FULL SUPPRESSION LINES FROM PUBLIC BEARING ON. THE FINE CRAOED TRENCH BOTTOM, BELL HOLES SHALL WATER LINES SHALL BE AMPro BE CUT FOR EACH BELL AND FIRE HYDRANT. USA, LL562 LOCKABLE LID. 6. ALL FITTING, SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED, 7. HYDRANTS ' ANCHOR 90• BEND SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED Il± T' (FIRE HYDRANT GATE VALVE- Y u� THE BACK CF CURB TO THE FACE OF THE STEAMER ON THE FIRE HST, yy/NAIVE BOX `- z COPPERHEAD SNAKEPIT TEST--] VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS, STANDARD FIRS HYDRANT J STATION (LIGHT DUTY) OR >. APPROVED EQUAL EXTENSION AS NEEDED 2" SQUARE AWWA NUT < FINISHED GRADE- EXTENSION WITH A CENTERING COLLAR.7-1 � TERMINATE 4' TO 5' A 6" q FROM TOP OF BOX, 0 N +� Il�lt rr - 2" SQUARE AWWA NUT AS R£Q D FIRE I I Y D R A N" l' I O C' 1�"1' I O N EXTENSION WITH CENTERING COLLAR. REALIGN (� ,, II1 , TERMINATE 4' TO 5' ( « �ll ALIGN 1 1 � .z. y i s i �� i:��� FROM TOP OF BOX. � 9 T rI. 'IH040R9 PIPE S 0. GATE VALVE `�R W 0m AWWA C900 W/STAINLESS RETE PRESSURE PIPE STEEL BOLTS 80 RETE 000 � LOCKING ABOVE FILL ra •, X 24" x 6•• 14 go. INSULATEDPVC OR D.I.PIPE I` IE 28-DAY TCO.NCRE psi TE COPPER TRACER IR / ' 4/...., ' ' U`; BLOCK WITH 04 BAR AROUND WIRE W ALL SPLICES tI� ALL VALVE BOX. MAGE USING ..... I �� � ..,. .. :.:., � r= "w.' APPROVED WATER _ TIGHT TEE OR TAPPING Imfink _ 1 G 12"x12"x4•' G CONNECTORS SLEEVE &VALVE�HSQUIRED rBLOCK A5 DIRECTED, ASR - ONCRETE T r%I I MIN. DIMENSION APPROX. OR MEGA LUGS j EQUAL TO ONE BAG OF J\-6" X 12" GRADELOK SACKRETE BLOCK AS DIRECTED -t W/(,(.J, SPLIT GLANDS (ROTATE TO FINAL GRADE) A\ P OPTIOA- 1 L 5 I � N D) kltl) I� Iltl{J I I� 1)1 1L\ 1 �,_ 4SSE BLOC' «` 1-02 2" SQUARE x 2" HIGH COPPERHEAD SNAKEPIT TEST- I COAT LID WITH OPERATING NUT STATION (LIGHT DUTY) OR -X REFER TO TECHNICAL SECTION 09 03 12 BLUE ENAMEL PAINT APPROVED EQUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST ` STATION (LIGHT DUTY} OR e APPROVED EQUAL GROUND LEVEL VALVE EXTENSION RATING NUT r2Ax. METAL DETECTOR 'T, DETECTOR TAPE HICKNESS STEEL PLATE yrl 90'CUT-OUT . 48" MIN, URIA I" DIA STEEL ROD TRACING SQUARE SOCKET 14ga SO 2" DIA INSIDE 21/4" DEPTH `- TWO 3/8" SET SCREWS ON (1!8•" MIN WALL EITHER SIDE TO LOCK THE TYPICAL UTILITY PIPE I QPERATING NUT. SCREWS THICKNESS) ARE TO BE FLUSH WITH TYPICAL UTILITY PIPE OUTSIDE EDGE OF BOTTOM SOCKET. KTRACER WIRE MUST 6E INSTALLED -/DEAD END (y . SHALL BE ABOVE THE THEEPIPEDAT G" rj 1..t t VALVE 1'111rI' 1<� �T S I O . \ • r 10' INTERVALS. TIMER WIRE SHALL EXTEN EE BEYOND END OF PIE, [. I~II,IrI'Y 1'II'li; I1{)C1�1�1'I0N �l+I�Lr1~ERIALS COILED ANDSECURED FOR FUTURE CONNECTIONS j j , T -�1 ci NOTE:USE POLYETHYLENE WRAP ORTEE CHEDULE NOTES: EQUAL BETWEEN CONCRETE It PLUG 10 THRt1 T T A V TO C M PREVENT CONCRETE FROM OW E INt t tons W n III uu sc.,► 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4, MATERIAL USED SHALL BE AS SPEC�(E(I OR � BRASS CURB STOP � � STICKING TO PLUG. 4 6 8 5.1 1.5 2.5 0.3 BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL, WITH PLUG (REF) tp 12 ll.a t.5 3.5 0.6 FOR SINGLE SERVICE OR BETWEEN THE SERVICE S, ALL CONNECTIONS TO BE CflMPRESSit}t TYPE o SADDLE AND THE WYE FOR DOUBLE SERVICE. J C 6. ALL SERVICE WYES & EXTENSIONS ARE TO gN I I 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONST CTIA. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE -- P-0" 4, STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SHALL BE LAC£0 B THE 3, MARK EACH SERVICE ENO WITH METAL "T" POST CITY UPON PAYMENT OF FEE. v, op PAINTED BLUE. 8. LOT CORNERS SHALL BE MARKED W('H A LATH R T 1E�T `'rl- 1 ci-CHR T- 4 wtn THE SUPERVISION F A RPLS UPON CQ LETION 0. aY CONSTRUCTION, :t` O%BLES'ER1,7CE 0°a ONC. CURB & GUTTER > m w POUR AGAINST /J1 1 ( r; ., , t , r � i �t .�... �. � \\ UNDISTURBED EARTH 11`,1:' '1.111?1 S BLCX h z' MIN..3' MAX. "SEE TECHNICAL SECTION 33 12 13 BALL VALVE -POO-w_lp--r -2'MIN. THRUST BLOCK NOTES: WITH 1• ALL CALCULATIONS ARE BASED ON INTERNAL, PRESSURE OF FOR MATERIAL REQUIREMENTS i t2 FO 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCK$ SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3, CONCRETE FOR BLOCKING SHALL BE 2000 psi, 4'MI 4, DIMENSIONS MAY BE VARIED AS REQuIREO BY FIELD WHERE ORROUC�ILEE AND SERVICE SADDLES AND AS DIRECTED BY THE ENGINEER, THE VOLUME OF TAPPED TEE TYPE "K" COPPER TUBING CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERB• FOR DOUBLE SERVICE} 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE x t' BRASS WYE BLOCKING HAS REACHED 7500psi. CORP STOP DOUBLE SERV.) r ` `r `y.r` i'' 1" T',Y E K COPPER T BING (SINGLE I IIIt[ 1 13I1OC: K 1)lit I 1 � ,t� y i i!2" TYPE K COPPE TUBING (DOUCUTOFF BEFORE WYE WATER UNE (SE : NOTE i) j�j ` j 1 ) i POUR CONCRETE AGAINST CONCRETE SHALL NOT + Y li•N ' t�TjirhEll S' ►I1)'r1I1. UNDISTURBED EARTH EXTEND BEYOND JOINTS X.57/UI?Y'. i.17) P,C \C; ,SYI)1rrj 1 [ �} r1 j { { 2- l T H i WATER STRUCTURAL BACKFILL AREA INCLUDES PIPE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, �a a DRIVEWAYS.AND PARKING AREAS) AND SHALL EXTEND 5'BEYONO THE CUR8 LINE. STRUCTURAL, aha «« °• , °..z 9 �® r • BACKFILL SHALL BE CEMENT STABILIZED (OPTION - - - - III X NO, 2 IN W4-03) OR EXCAVATED SOIL COMPACTED TO 987 MAXIMUM DRY DENSITY AS PER ASTM D69$ NEAREST BELL M4. M 6$'• TYp 2' 6'8 TYP 6'8" TYP, MAX y c ..3'ro t! r fi e_. T WITHIN OPTIMUM TO •4x WET OF OPTIMUM JOINT tTYP. (OPTION NO. I IN W4-02) EA END) a"u` j. PIPE JOINT B!C ��` I I 5• M�-1 1111".art. . 1& f SrEEL CASING 0 TER POUR CONCRETE O ptip ��� ! CARRIER PIPE CASING SPACER }�+� �iA AGAINST UNDISTURBED v t -PC. PULL -ON WATER r EARTH F I a/ PAVEMENT AREAS SI:C.'17C�.1 ,1'-<1 1'L,1.)T 11, j [ ��� TIGHT NEOPRE E END �- ADJUSTABLE TOP RUNNERS 1_ Q SEAM W/ STN. TL. TO MAINTAIN t" MAX CLR. � J O CLAMPS "AAS" OR � : 8!C PSI" r4Ax HORIZONTAL THRUST ,BLOCK SCHEDULE BEND SIZE A B C E C VOLUME utt Int Ira 1 Int mt I Mr.) 90° 6.8" 5.0 1.5 1.5 0.9 2.7 0.4 10.12' 6.5 2.5 1.5 1,2 14.0 1.0 45' 6.8- 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.50 8'8., t.5 1.5 1.5 0.9 0.8 0,7 10,12'2.0 2.5 1,5 1.2 1.t 1 0.3 71.25' 6'81, 1.0 1 1.5 LS 0.9 0.41 0.1 10,12' 1.5 1.5 1.5 1.2 0.6 0.1 'BAND CLAMP ---STEEL CASING '-SRJEWAI K ' NOTE: CASING 5p ERSAT SPRINGLINE 5. 4 -RUNNER MIN. (T 24" DIA ------ S" WIDE BAND STAINLESS i CASNG) OR 6 -RUN CR MIDI, . STEEL (TYPE 304) (24"•42" DIA. CAST G) SrAM. 5 PROVIDE 4 - STL. TYPE304: 8 IDE 6ANO NEOPRENE INSULATION SLEEVE W/ POLYMER RUNI R5: CENT EO RUNNERS AT 4j" BETWEEN PIPE AND BAND OR NON -CENTERS CLEAR (A L. BOTTOM RESTRAINED FROM FLOTATIQ -POLYMER RUNNER (TYP) I: r , OR 'CASCADE Srl'll[.,C`rl'['II�LIs 11�1{�'KI'II1I, �1I�I�1. NSLILATED:'.A(s$,t7 ..MOD s (�' r1'Y1'LC�.�I1 H{)III%C)NrI,.�L CASI�I'G DETAIL I I111 UST ISL{)C..K N 2 -tea IFN7V7-t)2 NOTE: NOTE, I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SET, CITY GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE C OSSINNG SEE CI Y GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUC ION W/VALVE BOX. STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRU TION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL @E AS SPECIFIED IN THE TECHNIC SPECT I ATIONS. 3. DRYTHE BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED AS� THE M I IT IES INTO PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE' LLED AB VE IT E PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. MAIN, TEE OR TAPPING TE OR TAPPINGSLEEVE & VALVE gg AS REQUIRED ENCASEMENT ENT, ( SLEEVE & VALVE ENCASEMENT 2'' A5 REQUIRED, WATER LINE SHOULDER VARIES K -WATER LIM 5'-0 IOTH OF AYAEMENT 5'-0"" WIDTH OF PAVEMENT00 top ._.. _ �...._......__. _......... _ MIN, I MIN. -c GATE VALVE GATE VALVE 3'-0" BELOW DIT H FLOW INE. . §f'. .. I L CASING -j SQUIRED CARRIED STIL C (NG CARRIER PIPE '' r x TYPICAL, t-'RBAN CITY S'1'Rlill'T CYlj()S.`�IN{� rl'YT'IC'1�I1 1�[:1 �I� .'il' 1{111;'1' C`1�{)S,SI\(� NN., 1•-oo i~}A, SELECT MATERIA( MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR NOTES: n ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION). COMPACTED TO A v� IN FUTURE STREET BOTTOM OF SUB -GRADE PLACE METAL OE TE OR 1. FOR 6E001NG AND TRENCHING WITHIN ALL PAVED AREA PLACE METAL DETECTOR MINIMUM Of 90/. OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24`' ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMU OF 24" AREAS SEE DETAILS FOR OPEN CUT STREETS.. ABOVE TOP Df PIPE OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIP 2, ALL BEDDING & INSTALLATION OF PVC PIPE SHAD AREAS (ie ... YARDS. PASTURES, EASEMENTS) AND TOA BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS.:: MINIMUM OF 98% Of MAXIMUM DENSITY AS DETERMINED. """ " ' FOR PVC PIPE. BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN A SELECT MATERIAL 3, ALL BEDDING II, INSTALLATION OF DUCTILE IRON PIPE " OPTIMUM TO 4! Of OPTIMUM UNDER NEW STREET SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A2150 AND PAVEMENT AREAS. - AC� SELECT MATERIAL Q CEMENT STABILIZED SONO 4. COMP ACTION SHALL BE ATTAINED BY MECHANICAL Q (MANUALLY ( GRANULAR MATERIAL &-t2" 5. RELATIVE COMPACTION SHALL BE TESTED IN THEN CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE @ (MANUALLY PRESENCE OF THE CITY ENGINEER. AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC CONSOLIDATE 6. DUST RESULTING FROM THE CONTRACTOR'S MOISTURE) MATERIAL AND WHICH, WHEN TESTED BY STANDARD AT OPTIMUM PERFORMANCE OF THE WORK, EITHER INSIDE OR 4" LABORATORYMETHODS, MEET THE FOLLOWING REQUIREMENTS- M 1 T R ) OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED MAXIMUM LIQUID LIMIT UNDISTURBED SOIL BY THE CONTRACTOR. PEPS��-UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15�-- 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY MAXIMUM PERCENT PASSING N0. 200 SIEVE 35 `� PAVING OR PLATING PLACED AT THE END OF EACH. O.D: MINIMUM PERCENT PASSING 314" SIEVE 140 O.U. WORKING DAY, THE H MATERIAL ., h �L6'< MtN.t12" MAX. E M E AL SHALL BE FREE FLOWING AND WHEN WET, SHALL �� 8. SEE OPEN CUT DETAILS" ST4-00, ST4.01 & ST4 02 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE RANO, 6 MIN./T2" MAX. 9, EVERY 100 FEET PROVIDE A WATER STOP BLOCK 01111�),��N0, 1 r c DEPENDNG ON EMBEDMENT, BLOCK SHAELLMBEE6IEET a CEMENT STABILIZED SAND CJI I70N .1 ..). % IN LENGTH. NO BEDDING SAND IN THIS AREA BIiDDING AND TRENCI I FOR DI PIPE & M.'C' I,I I ,, r r , � CI�I,Y � lj ,i T C 11,��IlIII ) 1�17� {)N-Srl'l0.'Crl'[ "1i11I1 OR N lily' 1'AVEl) A1iE.15 i W4 024 CIEAIIRAL N{)'1 ES: AL AKE EEE WHERE EXISTING VEGETATION AND GRASS COVER H BEEN B EDB CONSTRUCTION SHALL BE ADEQUATELY BLOCK$OODED OR HYOROMULCHED AND WATERED UNTIL GROWTHLIS ESTABLISHED, IN DEVELOPED AREAS WHERE CRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SH Tp1 L BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAIT DISTURBANCE. I DRAWN BY: C.L.M. • APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DATE: 01-01-09 CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SCALE: N T S COIPLETE AND THEN REMOVED BY CONTRACTOR. V APPR : 0 i ALL EROSION CONTROL APPROVED: W. P. K 5O CO OL MEASURES SHOULD BE CLEANED. SIL i AFTER EVERY RAIN. FIGURE: ESTABLISIHMENT OF VEGETATION MAY BE A WARRANTY ITEM. II 'L SHEET I OF 1 . 1 I . i I . I . - 11111111 mommidsl. . I - . . I'll , . _ lllf,4111111,1,11111.1111,11111milmill� li����ililliil 1: .1 I I No------ Ill .11111ijillillpli .. - I '11.1 iiiiiii.li�, 11111 l�illillilill.; ......... . - VAJNF= I OEM . , 'I . . . . � I -:� I-, .... I .1. � . 11 ... 1'. , . . ! I F_ . I I -,' ; 1 - 6 �. .. . . i I - , I I i I I- 11 a .�_ i 1 1 1 : i 11 . -1 a i : � . . ') I 0 1 i I 0. I I - - I ! 11 I T 1 i Ill 1 1 1 , i H i, ,l -_ I 9: It ll f I ,,,-Aj lll I 1 . I . i ! 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I. �, I ____1 ALTER -NATE 36- ! .- - � "I'... . - , I .11: � i ". . %."�,, ",_ � __, I _. . � I ! I " f , '-, '___ I . I i I - t I �., t ..... 11, . f .... . ... _ � I _._._ ....... _ _ I II- . / i I __ I / _ ........ ,_1 LIGHT, Typ I _. _.....' .... 11 ... I.- ........... ------I-- .-.,..-.,.. . ... ........ _....".. ......... . .. _ 1�, I � .. I i -_-- ...--'-- I t 11 .. % � _. � _.... . I i "'. -_ I I ...-. ... ," ,... . .-,-,. � I .., "...'_ , _��7 '. 5 I .... . Um FW -) __ . ;I i -<,-, 3 ! � :z __ ". .,- . i � I �_ 1� / : � ........ / . .ior —292—, ,,,,. RE: MEP .- _ I I REVIE ' ! I I ----._ "' ,� 11 " * � I I - I : ! ; I I / I I ---.1.1 � 21 ....... I _. � � SITE PLAN I ; '� � / . , ,. .... j .1 1�,.i _ I- _ _.., 1� i. _,� . ,_ __,_ � .. � . 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PLAT FILED: ,— , 1 I �', -, _ ___, -, _ I I � . , i __ � I ; ,\ \ . .1 I , ; 1 . . ..... ! __/ 294 _ - ..---.. %.. i I 1 5 - \ . ....... . � .1 � 11 1-1-, _., �T 1, SCAL ; i ., I., ; I 1� " i , $ .- \ %, I -1.1 , . 1. - I _, . -I 1. I ... � _. � I c� , -5 ; 11 : " , I 5 1� . ... DATE: NOVEMBER 16,2010 , -,:_ .... .....".. - ---- * _ I i . . f I ,.L�� I I ,:�w " I ' - \ - __\ TYPE 1 LIGHT, TYP "...', - __....."...., i . . 1. � . I _ I I I I , I ,.. --' � I ! I � .., 11. I I ; 11 ,., r � -I-,---. ,__._ \ RE: MEP ! I i , \ CCA PROJECT NO: 109-062 1 ; . = i � 1, ... . .... I . 1 ..... I - ... : i � .. \ � 1� ""' ! I --- -, I ; F- -I . I , \ ,\ \ \ I . � i . I � 1 ; ? , -----i ., --- - , . I I .". i I I . ...... __ ____ �, ALTERNATE 3A- I., .,.- : t � . __11 ". " ; %. I I. ._, I ,-, \ , I . : .1 I i : � : 11 ,..% 1 .----.. " .., i . ....... .."... I ; ,,, 11 '- -11 �, + ...... � � . ; I 1. .- - V�) . . LIGHT, TYP .... .. ......'_ _' .-,....-- ,,,, j EET: ,.;%'��.`_ 1 - i I -_.. 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I � Ix A% I * ,. , ! `,:�,. / 11.1 \ , . .. , I 1•- --- I lip 11111111i1+11! 11 �� I . I Ill! 1i.1,1111111. ii. i i. I 1�11�p�! pplip 11 I'lililipl 11 qi�jq I 11111111i'1111. I 1�111plommimm=1111111 111111 11 Pill 1111 I 1111. Ili 111111111111111 111111, I III . . - .. I MEN= 11 ..... � .,� �. .. I : I � ' I � + : � I i I { Ir_ zo LANDSCAPE ARCMITE TtRE DRINKING FOUNTAIN RE: FURNITURE a 144t�1 Stella Lank Road Houston, 77 S SCHEDULE L2.00- Tea c� TEL 713,871.1414 FAX 713.871.0888 www.clarkeondQn.cam ---i,t. RY W LL ca CONCRETE PAD- 00 +; :.;...; -� RE: A/THIS SHEET, Silk .''.. BIKE RACK WATER SUPPLY J.< = RE: FURNITURE LINE t RAIN ` f� L N E _. SCHEDULE L2.06RE: CIVIL � CONCRETE PAD � . , J _D,T MIN. t, ` t t, RE: A THIS SHEET. SIM. 4f b" I'I R 111FFINISH ^ GRADE t DRINKING FOUNTAINIT __ � •= _ _ y Yri<;r, .�. _. RE: FURNITURE� e ) - t{;.. `�i` :�Ey�-e!' .51,E-;:>? ,1::'..✓ a ..",.3t -f. i.:.: 1. }�.:.., .�:;:.'., �t 't { is •�'� 1 Fi w:s+ J7 r 3.• i_ .... „... . i i ....:.... J ti' .,r { .s: `-lsl; `•,ii .:,. -t.e> J -r_ - ��-.. a a j,�,i� �` 1 - :...._.... . 5..,..t � ter....,—.... ......_I F _ { ..- c e .. F � < ...,. t ._...... _........ ,_.,_. . < ..-•, . t F .. %f i � n S. t a -r }N _t RETE. PAD 1.5 ) •:3 � { AA _ • iw: t ?E' t f S r7T R f' i -vf' i 2 J .._.-......t•'._,.,,' .. ;".�-... .;.; , .._t,.:. --F tt tt RE A THIS 3 t r % r jj f v > we•t . ; (. _; i.....3 f i... �i.=_. s,:Fv s' t� SHEET, .4 J IYf: l BIKE RACK l 51 'A S _f .. ..Acl Li i { ->.'I..." ..; ; (,_ ? i-,....:. .Iii^ � •• 3 �. 4 t ..x >v ` S t It t S 1 PLAN12 —1-C; - / 1`+11'1 {r.�yy 3 TE j:, SUPPLY LINE GEOTEXTILE ^::w:, o ch l CONCRETE WALK I, 0 FILTER FABRIC RE: B THIS SHEET / p 0, IY2" PVC DRAIN LINE — 24'1 0 X6,t 2 —3 TRASH RECEPTACLE CONCRETE DRYWELL RE: FURNITURE„� ��, T, GRAVEL � �a ° � �° © - SCHEDULE/'L2.0 4 2 Q a �, oe co p T r _ - — __ _ —CONCRETE PAD Q ° -00 W _ .s .:.:.,r. RE: A/THIS SHEET, SIM. GEOTEXTILE c� 21-3p NOTE: PAVESTONE CAP UNIT FOR RETAINING WALL. STONES AND ---`TRASH RECEPTACLE CAP INFORMATION REFERENCE: EXPANSION JOINT, TYP, RE: FURNITURE SITE FURNITURE AND MATERIALS PAVESTONE RETAINING 20'—o"O:C, — � SCHEDULE/L2.06 SCHEDULE/L2.06. C14WALL STONE y CONCRETE WALK RE: A/THIS - SHEET CONCRETE MOW BAND W —FILTER. FABRIC -- CONTINUOUS. cRE: SPEC t .--,—. CONCRETE PAD W/ SMOOTH FINISH RE: A/THIS SHEET, SIM.#3 BAP . _ BENCH 12 O.C. EACH WAY ,. RE: FURNITURE:_:. i SCHEDULE/L2.06f aFINISH GRADE ,, t,t49 h ,.,... . i .. 1z .. £- • - 'S.^'•io� a w - _- •(};r ..s y ..;,:�r_�,.f,^ c :g DRAIN PIPE SET N . -' to+': -��:.t?�' F'•' �• • i'::s". �,� rv`r'i- .w1'• „ti :^+.,u s4"5.>w j]� Tt 1 GRAVEL AND COVERED .WITH 46 SOIL SEPERATOR, DRAIN PIPE TOOLED CONTROLTH ENDS ...:.. •.....:.:: SHALL DAYLIGHT AT BO �` JOINT, TYP, 1. t�D,T O.C,`' OF TERRACE WALL �— --' COMPACTED GRANULAR BASE LEVELING PAD B TRASHTA L� RETAINING WALL IL 0 LAN SECTION e� .; . ,7 ,� ,, SECTION_ - - FILTER FABRIC ----�' ISSUE DA �p SCALE: 1 t, 1 T- 0 W�. GS FOR T.: , WIDTH OF WALK. 100% DD 061/011.010 2'-0 2'_...0 , REFERS DRINKING FOUNTAIN IL FOR (D co REINFORCIN AN b IYOUT. _ -BENCH PLAN& SECTION 75% CD. REVIEW 0710912010 I RE: FURNITURE i e I I SCHEDULE/L2.-0 EXPANSION 100`/ CD REVIEW 1 _ 010 A MIN. OF TOOLED CONTROL J.C, _ FOR PERMIT JOINT, TYP. o"lo :PLAN 10'-0” O.C. co . t - SCALE: 1/211=-02s' 1 'TAC ACCESSIBLE BENCH �c TRASH RFCEP E coo t1'�'"" _ lFORI3l'I/! J 1}12 11111, opp.p.q.1,11 NOTE: 12 -- i i 1. OWNER REP. �_ 40 c� 21-3p NOTE: PAVESTONE CAP UNIT FOR RETAINING WALL. STONES AND ---`TRASH RECEPTACLE CAP INFORMATION REFERENCE: EXPANSION JOINT, TYP, RE: FURNITURE SITE FURNITURE AND MATERIALS PAVESTONE RETAINING 20'—o"O:C, — � SCHEDULE/L2.06 SCHEDULE/L2.06. C14WALL STONE y CONCRETE WALK RE: A/THIS - SHEET CONCRETE MOW BAND W —FILTER. FABRIC -- CONTINUOUS. cRE: SPEC t .--,—. CONCRETE PAD W/ SMOOTH FINISH RE: A/THIS SHEET, SIM.#3 BAP . _ BENCH 12 O.C. EACH WAY ,. RE: FURNITURE:_:. i SCHEDULE/L2.06f aFINISH GRADE ,, t,t49 h ,.,... . i .. 1z .. £- • - 'S.^'•io� a w - _- •(};r ..s y ..;,:�r_�,.f,^ c :g DRAIN PIPE SET N . -' to+': -��:.t?�' F'•' �• • i'::s". �,� rv`r'i- .w1'• „ti :^+.,u s4"5.>w j]� Tt 1 GRAVEL AND COVERED .WITH 46 SOIL SEPERATOR, DRAIN PIPE TOOLED CONTROLTH ENDS ...:.. •.....:.:: SHALL DAYLIGHT AT BO �` JOINT, TYP, 1. t�D,T O.C,`' OF TERRACE WALL �— --' COMPACTED GRANULAR BASE LEVELING PAD B TRASHTA L� RETAINING WALL IL 0 LAN SECTION e� SITE TO AP RO WORD, ISSUE DA 2,. REFER T Ljj W�. GS FOR I WIDTH OF WALK. 100% DD 061/011.010 2'-0 2'_...0 , REFERS E C IL FOR (D co REINFORCIN AN b IYOUT. _ ISI 75% CD. REVIEW 0710912010 i e I I EXPANSION 100`/ CD REVIEW 08!09/ 010 A MIN. OF 20'— J.C, _ FOR PERMIT 01511 f o"lo :PLAN . t - SCALE: 1/211=-02s' 1 coo t1'�'"" _ lFORI3l'I/! J 1}12 11111, opp.p.q.1,11 NOTE: 0 i i 1. OWNER REP. ES NTATIVE � I SHALL DE T 0 IFI. 1 D RI R P O NISH. DRAWN: KFU VARIES: SEE PLAN TO 1 ST PO I U R AhID V I Ci-NNCDC-TC BE ON DIR.ECTIO[, OF WA SITE TO AP RO WORD, 0 n0-, co 2,. REFER T Ljj W�. GS FOR WIDTH OF WALK. SITE TO AP RO WORD, co 2,. REFER T DR W�. GS FOR WIDTH OF WALK. E cu , REFERS E C IL FOR (D co REINFORCIN AN b IYOUT. _ 0 EXPANSION JOIN S �. AT � A MIN. OF 20'— J.C, _ AS SHOWN IN LA coo t1'�'"" 0 LL .,.3 I CONSTRUCTION � I (DETAILS MEDIUM f rROONI:ii NISH. DRAWN: KFU PERPEND ULA T DIR.ECTIO[, OF WA I CHECKED: SCALE: AS SHOWN DATE: NOVEMBER 16, 2010 1/4TT Tt 2 OLED CCA PROJECT NO: 109-062 CONTROL; OI�NT AT A MIN. OF 1110 01 O.C. � SITE FURNITURE 8c MATERIALS SCHEDULE -- BASE BID MANUFACTURER/CONTACT/REFERENCE MANUFACTURED BY DUMOR, CONTACT ERIC HILLER WITH PAUL E ► QTY ITEM MODEL/SERIES DESCRIF5ION FASTING D SCRIPTION 4 6' BENCH 58-60 6' LON � STEEL BENCH, POWDER COAT ALLEN COMPANY @ 972-724-2656. INSTALL PER MANUFACTURERS C NTER OF ELIPSE ES -1 BLACK, SURFACE MOUNT SPECIFICATIONS. MANUFACTURED BY FAIRWEATHER SITE FURNISHINGS, 360-895-2626, 270271 B-1, 6" SCH. 40, STEEL BOLLARD W/ COLLARS, EMBED 3 BOLLARD 36" HT. MOUNT, POWDERCOAT BLACK INSTALL PER MANUFACTURER'S SPECIFICATIONS. LIGHT TYPE 1 LT1-2 STEEL TRASH RECEPTACLE, 32 GALLON, MANUFACTURED BY DUMOR, CONTACT ERIC HILLER WITH ERIC HILLER 4 TRASH 84-32 COLOR SHALL BE BLACK POWDERCOAT, WITH PAUL E ALLEN COMPANY @ 972-724-2656; INSTALL PER N 210642.379221 RECEPTACLE 52949,21LIGHT SURFACE MOUNT MANUFACTURER'S SPECIFICATIONS TYPE 1 LT1-4 N 210718.344196 E 563516. MANUFACTURED BY LANDSCAPE FORMS, CONTACT CATHY 2 BIKE RACK RING BIKE RACK EMBED MOUNT, POWDERCOAT BLACK COMEAUX--WRIGHT @ 1-840--430---6206; INSTALL PER E 563635.50713§1 - LIGHT MANUFACTURER'S SPECIFICATIONS LT1-6 N 210871.526365 E 563767 ALL --PURPOSE BARRIER FREE AGGREGATE LIGHT DRINKING LT1-7 DRINKING FOUNTAIN W/ ATTACHED PET MANUFACTURED BY STERN WILLIAMS, 913--362-5635;. INSTALL PER 1 FOUNTAIN ADF-370.0-94 FOUNTAIN; COLOR SHALL BE QUIET CREEK MANUFACTURER'S SPECIFICATIONS N 211058.705129 E 563589 70334## LIGHT ETCHED LIGHT TYPE 1 RETAINING WALL ANCHOR DIAMOND�► _► 15/$ L x 12"W x 6"H, COLOR SHALL BE MANUFACTURED BY PAVESTONE, CONTACT LANCE PERMENTER @ . 60 LF BLOCKS BEVELED, PRODUCT LT1-10 281--391--7283; INSTALL PER MANUFACTURER'S SPECIFICATIONS E 56379 3312 NUMBER 821.TAN LIGHT TYPE 1 LT1-11 RETAINING WALL PAVESTONE CAP FOR ANCHOR DIAMOND, 18"L x 13Y2"W x 3"H, COLOR SHALL BE MANUFACTURED BY PAVESTONE, CONTACT LANCE PERMENTER 0 60 LF CAP UNIT PRODUCT NUMBER TAN 281-391-7283; INSTALL PER MANUFACTURERS SPECIFICATIONS 64477 819 GHT TYPE 1 LT1-13 1 �_0„ EACH WAY 1 ` ELECTRICAL SOCKET PROVISION FOR PADLOCK WATER FAUCET POWERHOUSE SS POWER PEDESTAL RE: MEP EXPANSION JOINT RE. CIVIL CONCRETE r MAINTENANCE CONCRETE WALK BASE RE: CIVIL TOP RAIL 1j O.D. GALV. STEEL PIPE FINISH GRADE z GATE POSTS 3" O.D. GALV. STEEL PIPE i 2"X 9 GA. GALV. CHAINLINK FABRIC wI I - d 1 -d•.,. I I !1 4 •I d GATE FRAME 2" O.D. GALV. 1 1- 2 -0 11 =4 ( k STEEL PIPE = �� '" ` _I II !' Q iI I I 11=1 I I ��l I ITRUSS -RODS UAREI I h 3 I FLUSH 9 GA. TENSION WIRE -pillPOWER PEDISTAL Q n 41 'q a B N a. v PLAN AND SECTION CONCRETE FOOTING 1'--0 x 1'--0", I 00 } TO MEET FLUSH WITH CONCRETE - � i ! I � WALK ILINE POST - I --- --- 14, _ 0" TYP. 1� j PLUNGER BAR rn , ►, CONCRETE FOOTING WITH SLEEVES FOR PLUNGER BAR FINISH GRADE.CONCRETE WALK RE: CIVIL z a W C DOUBLE SWING GATE SECTION a � , CONSTRUCTION NOTES: 6. EXISTING UNDERGROUND. UTILITIES ARE NOT SHOWN CONTRACTOR c'- WT- O5 TO CONTACT 1-800-669-8344 A MIN. OF 48 HOURS PRIOR TO - I CONSTRUCTION TO HAVE UTILITIES FIELD LOCATED. 2. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL EXISTING ISI o _ GRADES DAMAGED DURING CONSTRUCTION. 7. ALL CONSTRUCTION TO COMPLY WITH ALL APPLICABLE CODES AND CD3. .. GRADE ENTIRE SITE TO FINISH GRADE PRIOR TO SCHEDULING ORDINANCES. 1 T COORDINATE WORK WITH OTHER TRADES ON - 8. CONTRACTOR 0 TREE INSTALLATION. THE PROJECT. � G TURF AREAS � •----� ! ! I �� � I 4. CONTRACTOR SHALL REPAIR DAMAGE TO EXISTIN _ CAUSED BY CONSTRUCTION. 9. CONTRACTOR SHALL BE FAMILIAR WITH ACTUAL .SITE CONDITIONS - BEFORE PROCEEDING WITH WORK. 1'--0" 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND/OR 10. ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND REPLACING ANY DAMAGED UTILITIES AT NO ADDITIONAL COST TO THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE THE OWNER. ATTENTION OF THE OWNERS REPRESENTATIVE IN A TIMELY MANNER CHAINLINK FENCE 1 ,r=.l r -art 2j" O.D. GALV. STEEL PIPE TYP. COORDINATE TABLE POINT NO. NORTHING FASTING D SCRIPTION COE•-1 N 210747.838269 E 563376. 0098 C NTER OF ELIPSE ES -1 N 210831.889436 E 563,31,33 270271 ELECTRIC SERVICE LT1-1 N 210698.377587 E 563197. )04()g,; LIGHT TYPE 1 LT1-2 N 210651.138879 - E 563317. 0358 LIGHT ,TYPE 1 LT1-3 N 210642.379221 E 563416. 52949,21LIGHT TYPE 1 LT1-4 N 210718.344196 E 563516. 2434 LIGHT TYPE 1 LT1-5 N 210807.583071 E 563635.50713§1 LIGHT TYPE 1 LT1-6 N 210871.526365 E 563767 6354 ,, LIGHT TYPE 1 LT1-7 N 211001.068019 E 563724 92659 LIGHT TYPE 1 LT1-8 N 211058.705129 E 563589 70334## LIGHT TYPE 1 LT1-9 N 211131.893835 E 563654 0506-71 LIGHT TYPE 1 LT1-10 N 211172.055391 E 56379 3312 LIGHT TYPE 1 LT1-11 N 211118.490232 E 563449 2711911 L�GHT TYPE 1 LT1-12 N 211187.313134 E 563326 64477 L GHT TYPE 1 LT1-13 N 211337.853788 E 563407 067829 LIGHT TYPE 1 LT1-14 N 211097,249437 E 56325,1 74113981 LIGHT TYPE 1 LT1-15 N 210938.283303 E 56320:7524889 L�GHT TYPE 1 LT1-16 N 210830.804669 E 56315 774431 LIGHT TYPE 1 LT2-1 N 210589.397104 E 56326 323958 I L GHT TYPE 2 LT2-2 N 210562.663754 E 56341 i 1 2441 L�GHT TYPE 2 LT2-3 N 210654.049523 E 5635619.23498 jl_,tGHT TYPE 2 LT2-4 N 210741.426702 E 563715 13, 45 GHT TYPE 2 LA -1 N 210678.813734 E 56326,7 59395 GHT ALTERNATE LA --2 N 210671.161734 E 563476 07982Z LIGHT ALTERNATE LA -3 N 210771.743372 E 563569108 86 LIGHT ALTERNATE LA --4 N. 210821.923895 E 563709 250315 LIGHT ALTERNATE LA -5 _ N 210944.904534 E 56375E 412550 LIGHT ALTERNATE LA -6 N 211045.726864 E 56366C 94798 HT ALTERNATE LA -7 N 211172.979950 E 56371'6,046416 4IGHT ALTERNATE LA -8 N 211071.995817 E 5635112 653269 GHT ALTERNATE LA -9 N 211173.630083 E 5633P 13001 IGHT ALTERNATE LA 10 4 N 211263.634 55 E 5 63361 27464 , , IGHT ALTERNATE LA -11 N 211150.691510 E 56327,J.16863-7 LIGHT ALTERNATE LA -12 N 211025.486091 E 5632 3304 IGHT ALTERNATE. LA -13 N 210890.815251 E 56316M709858 i IGHT ALTERNATE LA 14 N 210774.784867 E 5631 i 320817 11.16HT ALTERNATE P30--1 N 210740.634485 E 56329-,.7279_7,5 i0' AMP PEDESTAL P30-2 IN 210726.907774 E 56345 .173492 0 AMP PEDESTAL CLARK CO IDON G A S S O C I A T E S LANDSCAPE ARCH[ 'ECTURE 10401 Stella Link Road Houston, Texc s 77025 TEL 713.87111414. FAX 713.871.o888 www.clarkcondon.com N 1649 "1 '1 ISSUE DATE 100% DD 06/01/2010 . 75% CD REVIEW 07/ 9/2010 100% CD REVIEW 08/C.9/2010 FOR PERMIT 08/16/2010 .FOR BID 05/11'16/2012 d ADDENDUM J 06J 4/2012 Z > x W ° (D �- !� T 0 TOP RAIL 1j" O.D. GALV. STEEL P E > 0 END POSTS. 3" O.D. GALV. STEEL I IPE a) ca � O U_ j C. v 2"X 9 GA. GALV. CHAINLINK FABRIC CONSTRUCTION DETAILS 9 GA. TENSION WIRE NOTES, & SCHEDUL S X x w x x x x x y w y x x xe 'r r v` 'DRAWN: KFU f CHECKED: SSS --b r�SCALE: AS SHOWN D 1"FINISH GRADE 10 1-7 6 DATE: NOVEMBER 16, 20 CCA PROJECT NO: 109-062 CONCRETE FOOTING 1'-0" DIA. MEET: cv TO NOT ADVERSELY AFFECT PROGRESS OF WORK. A ,►_ r„ �N SECTION _ N . co I(� ^ W ' 4_4 E ca 4, co Z > x W ° (D �- !� T 0 TOP RAIL 1j" O.D. GALV. STEEL P E > 0 END POSTS. 3" O.D. GALV. STEEL I IPE a) ca � O U_ j C. v 2"X 9 GA. GALV. CHAINLINK FABRIC CONSTRUCTION DETAILS 9 GA. TENSION WIRE NOTES, & SCHEDUL S X x w x x x x x y w y x x xe 'r r v` 'DRAWN: KFU f CHECKED: SSS --b r�SCALE: AS SHOWN D 1"FINISH GRADE 10 1-7 6 DATE: NOVEMBER 16, 20 CCA PROJECT NO: 109-062 CONCRETE FOOTING 1'-0" DIA. MEET: cv TO NOT ADVERSELY AFFECT PROGRESS OF WORK. A ,►_ r„ �N SECTION _ N . co I(� r �d r / d ------------------------ --- - ..-...__ _... - / - - - - I I CLARK COND N A S S O C I AT E S LANDSCAPE ARCHITECTURE 10401 Stella Link Road Houston, Texas TEL 713.871.1414 FAX 713.871.o888 www.clarkcondon.com /Vz I GENERAL NOTES A. ALL LIGHT FIXTURE SHALL BE TYPE "SA". TYPICAL UNLESS OTHERWISE NOTED. B. PROVIDE 2'X2'X4" CONCRETE P MINI POWER ZONE. l C. REFER TO SHEET E2.00 DE IL 2 FOR A ITIONAL PEDESTAL INFORMATION. � L.v'. � E a: l 4 4 i f� D. ROUTE 1" CONDUIT FROM PEDESTAL TO MINI POWER ZONE. (TYPICAL UNLESS OTHERWISE). u. l rr f ELECTRICAL KEYED NOTES ' , APPROXIMATE LOCATION OF ELECTRICAL PANELS 'HP', LP AND TRANSFORMER 'TLP'. REFER Ti:RISER El GR M ON SHEET E2.01 f FOR ADDITIONAL INFORMATION. ISSUE DAT O2 PEDESTAL #1. SHALL BE STAINLESS STEEL 2 SIDED WITH 1-20 AMP, 120 VOLT GFCI RECEPTAC E AND 1 30)1 MP, 120 VOLT I RECEPTACLE ON EACH SIDE. PROVIDE CIRCUIT BREAKER FOR EACH RECEPTACLE.EATON # PSU— F747740(i) M. REFER TO DETAIL # / 4 DD PROGRESS SET 05/18/10 I ' O PEDESTAL #2. SHALL BE STAINLESS STEEL 2 SIDED WITH 2-20 AMP, 120 VOLT GFCI RECEPTA E AND 1750 MOP, 120/240 VOLT 75% CD REVIEW 07/09/10 RECEPTACLE ON EACH SIDE. PROVIDE CIRCUIT BREAKER FOR EACH RECEPTACLE, PROVIDE 2— II SE BIBBS. E, T N # PSU-771771002. REFER TO DETAIL # 2/E2.00. I FOR REVIEW .08/13/10 O PEDESTAL #3. SHALL BE STAINLESS STEEL 2 SIDED WITH 2-20 AMP, 120 VOLT GFCI RECEPTA E, 1=30 AMP, 120 VOLT, 1-50 e AMP, 120/240 VOLT RECEPTACLES ON ONE SIDE AND 1-100 AMP, 120/240 VOLT ON THE 0 R SIDE. ROVI ' E CIRCUIT BREAKER FOR BID 11/16/2010 FOR EACH RECEPTACLE, PROVIDE 2 HOSE BIBBS. EATON # PSU—SPECIAL. REFER TO DETAIL 2/E2<00 REVISED SCOPE 2/9/2012 ' O SQUARE D 25KVA SEALED MINI POWER—ZONE PAINTED STAINLESS STEEL NEMA 3R .TRANSFORM O SQUARE D 15KVA SEALED MINI POWER—ZONE PAINTED STAINLESS STEEL NEMA 3R TRANSFORM FOR BID 05/16/2012 I LIGHT POLE TYPICAL). A ADDENDUM No. 4 06/19/201 \, O NOT USED. `• O NOT USED. II 10 u \ 4 11 PROPOSED OCAT10N OF NEW UTILITY COMPANY TRANSFORMER POLE.. REFER TO SHEET E2.01 I OR RISE DIAGRA 12 PROPOSED ROUTING OF UNDERGROUND SECONDARY SERVICE LATERAL TO NEW SERVICE RACK REFER T ELECTRICAL ONELINE DIAGRAM FOR ADDITIONAL INFORMATION. 13 APPROXIMATE LOCATION OF EXISTING UTILITY COMPANY POWER POLE. 14 APPROXIMATE ROUTING OF EXISTING OVERHEAD TENSION SPAN SCHEDULED TO REMAIN. W 4 PP IM R NG F E TIN OVE EAD LAC SP SC U TO M 16 NOT USED. - 17 CT, ETE AND ISC NEC SWI H. R R SH T E .00 R AD I710 L IN ORMA ON. li O 4 18 NOT USED.E CU 19 NOT USED. j \O �-- LIGHTS UNDER ALTERNATE #3B. UCL 21 E O O \ U. CL 0 U J ->0 ICU O ELECTRICAL AND PLUMBING SITE PLAN DRAWN: ti •. '� CHECKED:. \ \1 D R ENGINEERING CONSULTANTS SCALE: NOTED ON PLAN \� \` TB E FIRMEGISTRATION N0. 2234 DATE' %ift ELECTRICAL SITE PLAN 11 6 O CCA PROJECT NO: 109-062 ENGINEERIING 9990 Rich r CONSULTANTS and Avenue South Buildim, Suite 300 Houston, Texas 77042 713.91 113.91.0886 .0888 p f DBR Pro ct Number 10074.000 CL JD CCA PROJECT NO: 109-062 r -M h co N T_ O N (O T_ LO ABBREVIATIONS ELE 3TRICAL SYMBOLS A G R MOT AND CONTROLS RACEWAYS AND WIRING MISCELLANEOUS A AMPERES GA GAGE R EXISTING TO BE REMOVED CAP AND STAKE ABV ABOVE GAL GALLON RA RETURN AIR SINGLE OR THREE PHASE MOTOR NUMBER INDICATES [3 � SHADED SYMBOLS INDICATE EXISTING DEVICES TO REMAIN, A/C AIR CONDITIONING GALV GALVANIZED RAD REFRIGERATED AIR DRYER HORSE POWER CONDUIT CONCEALED IN WALL OR CEIUNG UNLESS OTHERWISE NOTED. CONDUIT UNDERSLAB OR UNDERGROUND ELECTRIC DUCT HEATER. EM EMERGENCY CONDUIT AC ALTERNATING CURRENT, AIR COMPRESSOR, ABOVE COUNTER GC GENERAL CONTRACTOR RAF RETURN AIR FAN —� INDICATES WALL—MOUNTED WHEN ATTACHED TO ANY SYMBOL ACC AIR COOLED CHILLER GEN GENERATOR RC RECONNECT EXISTING DEVICE TO CIRCUIT Oi -- DRAWING NOTE REFERENCE ACCU AIR COOLED CONDENSING UNIT GFCI GROUND FAULT CIRCUIT INTERRUPTER INDICATED — — EXPOSED CONDUIT AD ACCESS DOOR GND GROUND RCP REFLECTED CEILING PLAN DISCONNECT (SAFETY) SWITCH "200/3/150' DENOTES AMPERES/POLE/FUSE, NF" DENOTES NON—FUSED DB UNDERGROUND CONDUIT, 'DB" DENOTES DLjCTBANK ENCASED IN CONCRETE Ot -- STARTER/DISCONNECT SCHEDULE REFERENCE ADA AMERICANS WITH DISABILITIES ACT GUH GAS UNIT HEATER RCPT RECEPTACLE N3R" DEENNOTES NEMA 3R OHE— OVERHEAD ELECTRIC PRIMARY UTiUTY POWER UNE AF AMPERE FUSE, AMPERE FRAME RE REFERENCE, REFER 1�— FEEDER SCHEDULE REFERENCE CONDUIT TURNED UP AFC ABOVE FINISHED CEILING REC RECEPTACLE 5 ENCLOSED CIRCUIT BREAKER— "200/3/150• DENOTES AFF ABOVE FINISHED FLOOR REFR REFRIGERATOR AMPERES/POLE/TRIP. CONDUIT TURNED DOWN LC LIGHTING CONTACTOR AFG ABOVE FINISHED GRADE H REINF REINFORCING MOTOR STARTER FURNISHED BY DIVISION 15 AND HASH MARKS INDICATE NUMBER OF CONDUCTORS. 11111 TIME SWITCH AHU AIR HANDLING UNIT REL EXISTING TO BE RELOCATED ® INSTALLED BY DIVISION 16.--F�L�— LEFT TO RIGHT: PHASE/NEUTRAL/SWITCH LEG/GROUND/ISOLATED GROUND. AIC AMPERE INTERRUPT CAPACITY REL/EX NEW LOCATION OF RELOCATED NO HASH MARKS INDICATES 2# 12, PLUS GROUND, UNLESS PC PHOTOCELL HAM HEATING, AIR CONDITIONING RATED AL ALUMINUM CIRCUIT BREAKER EQUIPMENT NOTED OTHERWISE. READ REQUIRED COMBINATION DISCONNECT (SAFETY) SWITCH AND MOTOR ILA -2,4 AM AMMETER HD ELECTRIC HAND DRYER STARTER, `30/3/15/#0" DENOTES AMPERES/POLES/FUSE/ r „ PUSH BUTTON HID HIGH INTENSITY DISCHARGE REV REVISION, REVISE STARTER SIZE, `NF" DENOTES NON-FUSED. FURNISHED BY -@-H— HOMERUN TO PANEL WITH CIRCUIT NUMBER(S) AS INDICATED. �- AMP AMPLIFIER HOA HAND -OFF -AUTOMATIC RGS RIGID GALVANIZED STEEL DIVISION 15 AND INSTALLED BY DIVISION 16. ANN ANNUNICATOR HORIZ HORIZONTAL RLA RUNNING LOAD AMPS � t� PARTIAL CIRCUIT HOMERUN TO PANEL TC TiMECLOCK AP ACCESS PANEL. ALARM PANEL HP HORSEPOWER RPM REVOLUTIONS PER MINUTE L " ARCH ARCHITECT, ARCHITECTURAL ® VARIABLE FREQUENCY DRIVE PROVIDED BY DIVISION t5 (ON)1LA-6 ® RELAY ASC AMPERES SHORT CIRCUIT HPS HIGH PRESSURE SODIUM RR REMOVE AND REPLACE AND INSTALLED BY DIVISION 16. COMMUNICATIONS CONDUIT OR CABLE: AT AMPERE TRIP RATING HS HAND SET RTU ROOFTOP UNIT T CA' D NOO ES MASTER CLOCK C OCK, ATS AUTOMATIC TRANSFER SNATCH HSC HAND SCANNER EMERGENCY POWER OFF BUTTON. DENOTES CASH AVG. AVERAGE HTG HEATING EPO 'DR" DENOTES DATA, REGISTER AUX. AUXILIARY HTR HEATER 'i'A• INTERCOM.DENOTES DOTESALARM, GUH HOT WATER/ GAS UNIT HEATER FIRE ALARM HVAC HEATING, VENTILATING, AND AIR "PA* DENOTES PAGING. ELECTRICAL UNE CONDITIONING RECEPTACLES AND OUTLETS •S' DENOTES SECURITY, SA SUPPLY AIR 'T" DENOTES TELEPHONE, HVU HEATING/ VENTILATING UNIT SAF SUPPLY AIR FAN 'V` DENOTES VIDEO, O WATER FLOW SWITCH HWB HOT WATER BOILER SCHED SCHEDULE TELECOMMUNICATIONS CABLE TRAY TO BE CONCEALED ® SUPERVISORY SWITCH HWC HOT WATER CIRCULATOR ALL RECEPTACLES SHALL BE MOUNTED 16" ABOVE FINISHED FLOOR � 1 ABOVE ACUNICAIONBLE CARL . SE SEWAGE EJECTOR CENTER OF DEVICE UNLESS NOTED OTHERWISE HWA' HEATING WATER PUMP TO HZ HERR SEC SECONDARY OS SMOKE DETECTOR - V INDICATES DUCT TYPE SECT SECTION SIMPLEX WALL RECEPTACLE, NEMA 5-20R, 20A, t25V. SMOKE DETECTOR — 'D" INDICATES DUCT TYPE ELECTRICAL EQUIPMENT ol, BC BELOW COUNTER SF SQUARE FEET 0 S BKR BREAKER SHT SHEET BLDG. BUILDING SIM SIMILAR (5 DUPLEX WALL RECEPTACLE, NEMA 5-20R, 20A, 125V. © HEAT DETECTOR ' SKVA STARTING KILOVOLT—AMPS SKW STARTING KILOWATTS 'GFCP DENOTES GROUND FAULT INTERRUPTER, ED—`WP' DENOTES WEATHERPROOF, BEAM DETECTOR TRANSMITTER, NIGH IN CEILING WALL DIRECT ID INSIDE DIAMETER SP SUMP PUMP "IG" DENOTES ISOLATED GROUND, DISTRIBUTION PANEL UNE OF SIGHT. IG ISOLATED GROUND SPEC SPECIFICATION 'TP• DENOTES SAFETY TYPE, (TAMPER PROOF) ®-- BEAM DETECTOR RECEIVER, HIGH IN CEIUNG WALL DIRECT UNE OF SIGHT. SPF STAIR PRESSURIZATION FAN "DR' DENOTES DROPPED RECEPTACLE, ® SWITCHBOARD, MAIN DISTRIBUTION PANEL OR IN INCH CIC• SPKR SPEAKER . ARCHITECTURAL AL PLA S FOR EXACT MOUNTING HEIGHT SPEAKER/VISUAL +80' A.F.F. — 15/75cd UNLESS NOTED OTHERWISE. INCAND INCANDESCENT RCOTES ABOVE COUNTER MOUNTING, SEE MOTOR CONTROL CENTER INT INTERNAL, INTERIOR SPOT SINGLE—POLE, DOUBLE—THROW SPST SINGLE—POLE, SINGLE—THROW R DUPLEX WALL RECEPTACLE ON EMERGENCY CIRCUIT, 0DMAGNETIC DOOR HOLDER 0,y, SQ. SQUARE W RED COLOR. PANELBOARD (FLUSH/SURFACE MOUNT) C CONDUIT, CELSIUS SRF SMOKE REMOVAL FAN CAN CABLE TELEVISION SYSTEM J SS START—STOP PUSH BUTTON x DUPLEX WALL RECEPTACLE ON CIRCUIT DEDICATED TO DATA ® AUXILIARY CONTROL RELAY CCN CLOSED CIRCUIT TELEVISION SSSC SOLID STATE SPEED CONTROL V V PROCESSING, GRAY COLOR. PROVIDE ISOLATED GROUND TYPE FLOOR MOUNTED DRY—TYPE TRANSFORMER CWP CONDENSER WATER PUMP JB JUNCTION BOX ST SHUNT TRIP RECEPTACLES WHERE NOTED. CH CHILLER Jp JOCKEY PUMP STB STEAM BOILER FIRE ALARM PULL STATION +42" AFF 10 CHP CHILLED WATER PUMP STD STANDARD 0 SPLIT WIRED RECEPTACLE. TOP RECEPTACLE SHALL BE SNATCHED SUSPENDED OR WALL MOUNTED TRANSFORMER F FIREMAN'S TELEPHONE JACK +42' AFF CIRC CIRCULATING STL STEEL ACCORDING TO PLANS, AND BOTTOM SHALL REMAIN UNSWITCHED. CKT CIRCUIT SURF SURFACE CL CENTERLINE K SW SWITCH AUDIO VISUAL FIRE ALARM HORN +80' AFF- 15/75cd U.N.O. CLG. CEILING SWBD SWITCHBOARD 4 FOURPLEX (DOUBLE DUPLEX) WALL RECEPTACLE. NEMA 5-20R, 20A, ATS AUTOMATIC TRANSFER SWITCH CMU 125V. CONCRETE MASONRY UNIT KEC KITCHEN EQUIPMENT CONTRACTOR H1 AUDIO FIRE ALARM HORN STROBE +80' AFF COL COLUMN KO KNOCKOUT/4 " ■�■ PLYWOOD TERMINAL BOARD, TYPE A3 NOTED, 4' X 8' X 31e CONC CONCRETE KVA KILOVOLT- AMPS *R FOURPLEX WALL RECEPTACLE ON EMERGENCY CIRCUIT, RED COLOR. UNLESS NOTED OTHERWISE ❑V VISUAL FIRE ALARM (STROBE). ADA- +80" AFF- 15/75cd U.N.O. CONN CONNECTION KW KILOWATT �� TERMINAL CABINET FLUSH/SURFACE MOUNT), TYPE AS NOTED, CONT CONTINUOUS,CONTiNUATiON KWH KILOWATT-HOUR SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED. 24' X 48' X 3-1/2� UNLESS NOTED OTHERWISE. FAC FIRE ALARM CONTROL PANEL CONTR. CONTROLLER, CONTRACTORT CP. CIRCULATING PUMP ANN REMOTE FIRE. ALARM ANNUNCIATOR PANEL CPUC CPU CHILLERTC TEMPERATURE CONTROL O E) L D O " R FLUSH ELECTRICAL FLOOR OUTLET, `P" DENOTES POKE-THRU. BAT BATTERY/INVERTER UNIT CRT CATHODE RAY TUBE sill TEL TELEPHONE D" INDICATES DUPLEX RECEPTACLE, *R* INDICATES RED RECEPTACLE PER FIRE ALARM VOICE EVACUATION PANEL O P ON EMERGENCY POWER FIRE ALARM SPEAKER / WALL MOUNTED CRU CONDENSATE RETURN UNIT TF TRANSFER FAN ®LV LOW VOLTAGE TRANSFORMER... CT CURRENT TRANSFORMER, COOLING TOWER LF LINEAR FEET CTR CENTER LRA LOCKED ROTOR AMPS TL TWIST—LOCK CU COPPER LTG LIGHTING TOC TOP OF CURB MULTi—OUTLET SURFACE RACEWAY. SEE ARCHITECTURAL ❑M Q MINI AUDIO FIRE ALARM HORN +80• AFF LV LOW VOLTAGE TRANSFORMER TOS TOP OF STEEL DRAWINGS FOR EXACT MOUNTING HEIGHTS. TP CHILD TAMPER PROOF DEVICE � MINI AUDIO/VISUAL FIRE ALARM HORN +80' AFF— LVL LEVET- TSTAT THERMOSTAT Lut JUNCTION BOX (SQUARE) 15/75cd UNLESS NOTED OTHERWISE. TTB TELEPHONE TERMINAL BOARD JUNCTION BOXH FIRE FIGHTER HANDSET TTC TELEPHONE TERMINAL CABINET COMMUNICATIONS REMOTE POWER SUPPLY FOR AUDIOVISUAL TU TERMINAL UNIT 1'--1-- DUPLEX RECEPTACLE WITH HOMERUN TRPS TV TELEVISION FIRE ALARM DEVICES. TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR DUPLEX RECEPTACLE (PEDESTAL MOUNTED) ALL RECEPTACLES SHALL BE MOUNTED 16" ABOVE FINISHED FLOOR Sp FIRE SMOKE DAMPER TO CENTER OF DEVICE UNLESS NOTED OTHERWISE. M TYP TYPICAL THE FOLLOWING NOTATIONS REFER TO ALL COMMUNICATIONS OUTLETS: VISUAL FIRE ALARM STROBE, CEILING MOUNTED D TWO -GANG FLOOR OUTLET FAX DENOTES OUTLET DEDICATED FOR A FAX, d8 DECIBEL M METER THREE -GANG FLOOR OUTLET •W' DENOTES WALL PHONE SHALL BE MOUNTED AT 42" A.F.F. AUDIO VISUAL FIRE ALARM HORN -CEILING MOUNTED 15/75cd U.N.O. MAP MASTER ALARM PANEL `PAY' DENOTES PAY PHONE SHALL BE MOUNTED 42" A.F.F. DC DIRECT CURRENT (D4 SPEAKER/VISUAL STROBE -CEILING MOUNTED - 15/75cd U.N.O. DDC DIRECT DIGITAL CONTROL MAN MASTER ANTENNA TELEVISION SYSTEM TELEPHONE WALL OUTLET. DTL DETAIL MAX. MAXIMUM 13PP POWER POLE S FIRE ALARM SPEAKER /VISUAL -CEILING MOUNTED MC MECHANICAL CONTRACTOR DIA DIAMETER -lp-. DIRECT CONNECTION TO EQUIPMENT Q DATA WALL OUTLET DIM DIMENSION MCB MAIN CIRCUIT BREAKER DISC DISCONNECT MCC MOTOR CONTROL CENTER UG UNDERGROUND VOICE/DATA OUTLET MD MOTORIZED DAMPER UH UNIT HEATER P PULL BOX (OVER 4" SQUARE) SECURITY DN DOWN MDP MAIN DISTRIBUTION PANEL UL UNDERWRITERS LABORATORIES, INC.© TENANT LIGHTING JUNCTION BOX " ® FLUSH TELEPHONE FLOOR OUTLET. 'P' DENOTES POKE-THRU DP DISTRIBUTION PANEL MECH. MECHANICAL LINO UNLESS NOTED OTHERWISE DPDT DOUBLE -POLE, DOUBLE -THROW MFR MANUFACTURER UPS UNINTERRUPTABLE POWER SYSTEM © TENANT POWER JUNCTION BOX , ® FLUSH DATA FLOOR OUTLET, 'P' DENOTES POKE-THRU KJ CARD KEY ACCESS _.. DPST DOUBLE -POLE, SINGLE -THROW MH METAL HALIDE CLOCK RECEPTACLE TO BE MOUNTED 12' BELOW FINISHED DR DROPPED RECEPTACLE ' 6✓(2) CEILING. CE DENOTES DOUBLE SIDED CLOCK. ® FLUSH VOICE/DATA FLOOR OUTLET: 'P" DENOTES POKE-THRU CAMERA MIC MICROPHONE DW DISHWASHER 004) CAMERA WITH TILT/PAN DWG DRAWING MIN. MINIMUM MLO MAIN LUGS ONLY SCHOOL INTERCOMMUNICATION SYSTEM DESKSET DWH DOMESTIC WATER HEATER MSB MAIN SWITCHBOARD KP KEYPAD DWP DOMESTIC WATER PUMP MTD MOUNTEDV, SCHOOL INTERCOMMUNICATION SYSTEM HANDSET DXFC DX FAN COIL UNIT MV MERCURY VAPOR SC HAND SCANNER V VOLT TELEVISION OUTLET CEILING MOUNTED MOTION DETECTOR LIGHTING VA VOLT-AMPERE 2 GANG JUNCTION BOX WITH ONE COAX RECEPTACLE VC VOLUME CONTROL AND ONE DUPLEX RECEPTACLE. WALL MOUNTED MOTION DETECTOR "V" DENOTES SINGLE GANG JUNCTION BOX WITH VERT VERTICAL LETTER(S) DENOTE TYPE- SEE LIGHTING FIXTURE SCHEDULE FOR MOUNTING. ONE COAX RECEPTACLE. © DOOR CONTACT VFD VARIABLE FREQUENCY DRIVE N3R NEMA 3R ENCLOSURE VP VACUUM PUMP • 2' X 4' FLUORESCENT LIGHTING FIXTURE. OW MICROPHONE FLOOR OUTLET, 'W GB INDICATES WALL MOUNTED GLASS BREAK SENSOR A N4X NEMA 4X ENCLOSURE VM VOLT METER CEILING MOUNTED SPEAKER. 'VC" INDICATES VOLUME CONTROL VC N.C. NORMALLY CLOSED 2' X 2' FLUORESCENT UGH71NG FIXTURE. S ON SPEAKER. © SAFE VIBRATION SENSOR �E (E) EXISTING CIC SCHOOL INTERCOMMUNICATION SYSTEM CALL-IN. PUSH BUTTN HO OHOLD UP BUTTON A EACH NEC NATIONAL ELECTRICAL CODE W CCS= 1' X 4' FLUORESCENT LIGHTING FIXTURE. EC ELECTRICAL CONTRACTOR NEMA NATIONAL ELECTRICAL MANUFACTURER'S �.] 1' X 2' FLUORESCENT LIGHTING FIXTURE -ED ACB ALARM CONTROL BOX ASSOCIATION BELL, BUZZER OR CHIME AT 80+ A.F.F. E.C. EMPTY CONDUIT W WATT. WIRE. WIDTH NF -NON-FUSED WG YIREGUARD E19 1' X 1' FLUORESCENT LIGHTING FIXTURE. � VOLUME CONTROL � ALARM AUDIO DEVICE EDF ELECTRIC DRINKING FOUNTAIN EF EXHAUST FAN NFPA NATIONAL FIRE PROTECTION ASSOCIATION W/ WITH F � FIBER OUTLET EFF EFFICIENCY NFS NON-FUSED SWITCH W/O WITHOUT F--1 FLUORESCENT STRIP LIGHTING FIXTURES. EHC ELECTRIC HEATING COIL NIC NOT IN CONTRACT WP WEATHERPROOF STAGGERED STRIP LIGHTING FIXTURE. AUXILIARY INPUT WALL JACK. EJ EXPANSION JOINT NL NIGHT LIGHT WS WATER SOFTENER j{ SWITCHES EJ EXPELEANSION N.O. NORMALLY OPt]J WT WATERTIGHT WEIGHT OJ INCANDESCENT, FLUORESCENT OR HID DOWNLIGHT FIXTURE. v `HIGH" PORTION OF 'HIGH/LOW" OUTLETS, REFER TO OUTLET DETAIL WWF WELDED WARE FABRIC -LOW- PORTION OF 'HIGH/LOW OUTLETS. REFER TO OUTLET DETAIL ELEC. ELECTRICAL N0. NUMBER K a f0 L WALL MOUNTED INCANDESCENT FLUORESCENT OR HID FIXTURE.. ALL SWITCHES SHALL BE MOUNTED AT 42' ABOVE FINISHED FLOOR TO CENTi7i ELEV. ELEVATOR NTS NOT TO SCALE TRACK LIGHTING FIXTURE. MOUNTED AS SHOWN ON WVI OF DEVICE UNLESS NOTED OTHERWISE. EMERG EMERGENCY M LIGHTING FIXTURE SCHEDULE. V WALL MOUNTED VOICE DROP, MOUNT +42' A.F.F. EMS ENERGY MANAGEMENT SYSTEM H $ SNATCH. SPST. 20A. 120/277V. CEILING MOUNTED EXIT SIGN; ARROWS AS INDICATED. SHADED AREA ENCL ENCLOSURE a Xt DENOTES FACE.$z SWITCH, 20A, 120/277V: ENGR. ENGINEER O -� EPO EMERGENCY POWER OFF XWALL MOUNTED EXIT SIGN; ARROWS AS INDICATED. SHADED AREA "-3- DENOTES 2" DENOTES DPST. EQUIP EQUIPMENT XFMR TRANSFORMER X2 'K' DENOTES KEY SWITCH, DENOTES FACE. a DENOTES FOUR-WAY. OAF OUTSIDE AIR FAN EMERGENCY WALL MOUNTED UGH71NG FIXTURE. 'P" DENOTES PILOT LIGHT, (ER) EXISTING TO REMAIN OAHU OUTSIDE AIR HANDLING UNIT R BATTERY OPERATED UNLESS NOTED OTHERWISE. 'ST" DENOTES SPRING WOUND TIMER. EUH ELECTRIC UNIT HEATER �j EM ELECTRIC WATER HEATER OC ON CENTER L ONE LINE AND RISER DIAGRAMS EXH IXHAUST OD OUTSIDE DIAMETER 0 HID SECURITY WALL PACK "R' DENOTES RED OHE OVERHEAD ELECTRICAL `L" DENOTESPEED LOCK NG SWITCH "OC' OCCUPANCY SENSOR OPG OPENING Z ZONE ..� SITE LIGHTING FIXTURE. S T TRANSFORMER, TYPE AND RATINGS AS NOTEDS + 8� OOA/3P SWATCH, RATING AS SHOWN yg SNATCH, SPOT, CENTER OFF, MOMENTARY CONTACT. LIGHT FIXTURE ON EMERGENCY BRANCH CIRCUIT OR WITH BATTERY 400A DIMMER CONTROL SWITCH, 600 WATT UNLESS OTHERWISE NOTED. PACK. ® FUSE, RATING AS SHOWN $p P CIRCUIT BREAKER, RATING AS SHOWN, 3 POLE UNLESS F FAHRENHEIT, FAN, FIRE FA FIRE ALARM NL THREE LAMP FIXTURE WITH TWO BALLASTS. EMERGENCY BATTERY PACK �— NOTED OTHERWISE. 'CL' DENOTES CURRENT LIMITING $3 THREE-WAY KEY SWITCH, 20A, 120/277V. FACP FIRE ALARM CONTROL PANEL P POLE, PUMP CONNECTED TO CENTER LAMP BALLAST AND UNSWITCHED HOT LEG. DRAWOUT CIRCUIT BREAKER, RATINGS AS SHOWN, 3 POLE FCU FAN COIL UNIT PB POLE, PUMP CONNECT OUTER LAMP BALLAST TO SWITCH AS INDICATED. 'NL" UNLESS NOTED OTHERWISE WALL MOUNTED SWITCH TO CONTROL MOTORIZED PROJECTION FCUIXT FIXTURE PC PLUMBING CONTRACTOR INDICATES CENTER LAMP BALLAST IS UNSWITCHED. ® $� SCREENS. SHUNT TRIP FLA FULL LOAD AMPS PH PHASE OT THREE LAMP FIXTURE WITH TWO BALLASTS. EMERGENCY BATTERY PACK ® GROUND FAULT RELAY $� FLEX FLEXIBLE PL PILOT LIGHT NL MOTOR RATED SWITCH WITH THERMAL OVERLOADS CONNECTED TO OUTER LAMP BALLAST AND UNSWITCHED HOT LEG. KIRK -KEY INTERLOCK CONNECT CENTER LAMP BALLAST TO SWITCH AS INDICATED. 'NL' $T MOTOR RAZED TOGGLE SWITCH FLR FLOOR PLBG PLOT LIG FLUOR FLUORESCENT PNEU PNEUMATIC INDICATES OUTER LAMP BALLAST IS UNSWITCHED. ® DIGITAL METER FP FIRE PUMP, FAN POWERED PNL PANEL FRZR FRE EZFae PPS POINT POWER F F� EM CIRCUIT THREE LAMP FIXTURE WITH TWO BALLASTS. CONNECT CENTER LAMP �G-2000 AMMETER, RANGE As SHOWN FS FUSED SWITCH, FLOW SWITCH BALLAST ON NORMAL BRANCH CIRCUIT AND SWITCH AS INDICATED. ® AMMETER SWITCH DRAWING/DETAIL REFERENCE K E Y FSD MOTORIZED FIRE SMOKE DAMPER PR PAIR NL CONNECT OUTER LAMP BALLAST TO EMERGENCY BRANCH CIRCUIT. 'NL" 0-600 FT FOOT FEET PRI PRIMARY INDICATES OUTER LAMP BALLAST IS UNSWITCHED. M VOLTMETER, RANGE AS SHOWN FTL FEED-THRU LUGS PVC POLYVINYL CHLORIDE NORMAL CIRCUIT FLIT FUTURE PWR POWER ®D-15 VOLTMETER SWITCH REFER TO FVNR FULL -VOLTAGE, NON -REVERSING WATTTHOUR METER, 'D' DENOTES DEMAND REGISTER '15" NORMAL CIRCUIT THREE LAMP FIXTURE WITH TWO BALLAST'S. CONNECT CENTER LAMP 1200/5 DENOTES MINUTES OF DEMAND INTERVAL DRANANG/DETAIL. NUMBER 1 BALLAST ON EMERGENCY BRANCH CIRCUIT. CONNECT OUTER LAMP —ap — CURRENT TRANSFORMER, RATED As SHOWN NL BALLAST TO NORMAL BRANCH CIRCUIT AND SWITCH AS INDICATED. 'NL' 1 47KV/120V E3— INDICATES CENTER LAMP BALLAST IS UNSWITCHED. POTENTIAL TRANSFORMER, RATiNG AS SHOWN QTY QUANTITY EM CIRCUIT �p GROUND CONNECTION RE t /E3 i-• «�b LIGHTING ARRESTOR SHEET NUMBER NORMAL CIRCUIT FOUR LAMP FIXTURE WITH TWO BALLASTS. CONNECT CENTER LAMP GENERATOR SET BALLAST ON EMERGENCY BRANCH CIRCUIT. CONNECT OUTER LAMP NL AUTOMATIC TRANSFER SWITCH BALLAST TO NORMAL BRANCH CIRCUIT AND SWITCH AS INDICATED. "Ni!NL• GENERAL NOTES INDICATES CENTER LAMP BALLAST IS UNSWITCHED. pa BUS DUCT PLUG EM CIRCUIT TRANSIENT VOLTAGE SURGE SUPPRESSOR NL�FOUR LAMP FIXTURE WITH TWO BALLASTS. EMERGENCY BATTERY PACK CONNECTED TO CENTER LAMP BALLAST AND UNSWITCHED HOT LEG. M� ELECTRICAL METER CONNECT OUTER LAMP BALLAST TO SWITCH AS INDICATED. 'NL' A. NOT ALL SYMBOLS SHOWN ON THIS SYMBOL UST ARE USED IN THE INDICATES CENTER LAMP BALLAST IS UNSWITCHED. CONTRACT DOCUMENTS. DBR TBPE CLARK CON ON A S S O C I A E S LANDSCAPE ARCHIT CTURE 10401 Stella Link Road Houston, TexaE 77025 TEL 713.871.1414 FAX 713.871.o888 www.clarkcondon.com ISSUE DATE TE DD PROGRESS SET 05/1810 75% CD REVIEW 07/0910 FOR REVIEW 08/13' 10 FOR BID 11/16/2010 REVISED SCOPE 2/9/2 12 FOR BID 05/16i/2012 W Uj CnE CUW LU Oam ~ E Q W LL CU ^^'' O Uca 4_0 CU V 4-- _0O O W o V V ELECTRICAL SYMBOL LEG END DRAWN: CHECKED: EERING CONSULTANTS SCALE: NOTED ON PLAN REGISTRATION N0. 2234 DATE' ;40 R ENGINEERING CONSULTANTS 9990 Richmond Avenue Souti Building, Suite 300 Houston, Texas 77042 713.914.0888 p 713.914.0886 f IPE R Project ;Number 10074.00011 EE BN 1 '— CL JD CCA PROJECT NO: 109-062 SEET: E 1.01 —BOLT TO WOOD ICAL OF 3) �1 t, 4"x12" TREATED WOOD )t HINGED DOOR WITH PAI 3R ENCLOSURE MA WITH PANEL AND TRANSFORMER. SQUARE D H,Q LUMINAIRE (AS)SCHEDU 4 8" GASKETED HA HOLE CADWELD OF BOLT GROU D WIRE TO BASE OF LIGH NG .STANDARD SEE ENLARGED DETAIL BELOW MPZ SERIES. � ANCHOR BOLTS P 1" 45' MANUFACTURER'S TEMPL E C FER 3-1/s" C.I. Cover / Weight - 13 Lbs. RO D FORMED T1-3/4" 6" EMBED IN C CRETE BASE CONCRETE WIT RUBBED 1 #6 GEC FIN H .xnm L / / ' ± h /� /� ' _ FINI HED 2'-6s) ° 12-3/4" X 12" P.V.C. CAS3 #10 TO TIME CLOCK / GR E �'° 2�_O" RING T IRON TESTWELL WITH CAST IRON LID o .. TO 120/240V •' �/ 3 4 C. TO 480V FEEDER RECEPTACLES�,,� / a GAL ANIZED��� ..... a,,: CO HIT 1 MINI �APOWER-ZONE DETAIL I CADWELD coNNECTI N NOT 3 OVER ±•::,' THREE TIES AT TOP < IMUM)LA ;° , " 3/4" X 10'-0" COP WELD GROUND ROD �R\ACE E PMENT (LIGHTNING PROTECT N) EXOTHERMIC WELD NEUTRAL EQUIPMENT 4 BUS I I GROUNDING r� r� BUS\` •'1—� PVC CONDUIT < 11 GALVANIZED STEEL 0 1-500 KCMIL' IN 1 1/4" RGS I ( PVC CONNECTOR 4 FULL SIZE COPPER i GROUNDING ELECTRODE CONDUCTOR PER N.E.C. TABLE 250-66 CONCRETE ENCASED ELECTRODE CONNECTION SHALL BE CADWELD— ENCASED BY A MINIMUM OF 2" CONCRETE COPPER -BASED EXOTHERMIC WELD. i COPPER LIGHTNING PROTECTION OF FOUNDATION CONSISTING OF AT LEAST / \ GROUND LOOP CONDUCTOR 20 OF ONE OR MORE STEEL REINFORCING / VANDAL RESISTANT COVER BY BARS NOT LESS THAN 1/2" DIAMETER \ FIXTURE MANUFACTURER DO OR AT LEAST 20' OF BARE COPPER / CONDUCTOR NOT LESS THAN #4 AWG. / NOT OVERLAP CONCRETE BASE) COPPERCLAD GROUND ROD �- METAL FRAME OF BUILDING / 1 I 1 - I I FILL VOID WITH GROUT Pr • :. GROUND ROD INSPECTION WELL FINISHED GRADE COPPER, BONDED STEEL ELECTRODE 5/8" IN �i\\i\\i �r�\i\\ ). \\i\\i\\i�\��\i\\r)\' \ a\i, r�\�•7\' \ \\i\\r�\i\\i iia\, " . • ;, DIAMETER 10-0 LONG WITH A MINIMUM `" LEVELING NUT BELOW BASE PLA 6 GROUND TESTWELL ENCLOSURE OF 8'-0" IN DIRECT CONTACT WITH THE \• A..... EARTH PER N.E.C. 250-52 (c) 3. �� a. NOT TO SCALE EPL006.DWG D #4 AWG COPPER PER .. N.E.C. 250-66(b) � � #6 AWG COPPER PER \ ° ANCHOR BOLTS K.E.C. 250-66(a) - ENLARGED DETAIL 4 BOLTED TYPE NOTE: THE CONCRETE POUR SHALL BE MONOLITHIC. CONNECTION SUITABLE FOR METAL UNDERGROUND .WATER PIPE IN DIRECT BURIAL OR DIRECT CONTACT WITH THE EARTH FOR REFER TO. STRUCTURAL DRAWING FOR REQUIREMENT EXOTHERMIC WELD (TYP) 10'-0" OR MORE. CONCRETE POLE BASE DETAI' 3 GROUNDING ELECTRODE SYSTE T NOT To SCALE DETAIL-ILENAME NOT TO SCALE DETAIL -FILENAME POWf-RHOUSE POWERHOUSE y 4 CONDUIT STUB UP DETAIL 4 NOT TO SCALE DETAI LENAME O O (b O rn rn O O O d' ti O O O Q. (fl N CV O N 0) r METERING Unmetered BUSING Smcjle Phase - 300MCM Mechanical Bus Bar LIGHTING I 4W uore5cen igIng w photocell LIGHTING PROTECTION Breaker lighting protection I LENS COLOR Amber lens color I COMMUNICATIONS None WATER Two (2) 3/4" water EXTRA UNMETERED GFI EXTRA UNMETERED GFI connections None None HARDWIRED BREAKERS HARDWIRED BREAKERS None None SPECIAL MODIFICATIONS None EATON CORPORATION STUB UP TO 4 ABOVE FIN. GRADE Chn5topherLDolan 06/18/12 APPROVED BY DATE JOB NAME Butch Gilbert OR AS INDICATED; CAP AND TAG VERSION TYPE REVISION WITH THE APPROPRIATE UTILITY OR I MPL - PH #0000 NEG -ALT NUMBER- SERVICE BEING CAPPED. The Information on this SHEET document Is created by 277 I� 1 OF 2 It Is only to be used for EMBEDDED FLARE MIN. 4" CL �{CONAL CONCRETE SLAB TOP POLE 13' ISSUE I. GRADE W0 DD PROGRESS SET 05/18/10 75% CD REVIEW 07/09/10 FOR REVIEW . FOR BID 11/16/.2010 V .f 2/9/2012 RGC TO PVC THREADED 05/16/012 LITHONIA LIGHTING No. 4 400W MH FEMALE ADAPTER.— ADDENDUM PROVIDE PVC COATED R D SSS POLE a GALVANIZED STEEL CO UIT (1) LL PVC CONDUIT SIZE AS STANDARD 90 DE EE INDICATED ON PLAN. RADIUS ELBOW y 4 CONDUIT STUB UP DETAIL 4 NOT TO SCALE DETAI LENAME O O (b O rn rn O O O d' ti O O O Q. (fl N CV O N 0) r METERING Unmetered BUSING Smcjle Phase - 300MCM Mechanical Bus Bar LIGHTING I 4W uore5cen igIng w photocell LIGHTING PROTECTION Breaker lighting protection I LENS COLOR Amber lens color I COMMUNICATIONS None WATER Two (2) 3/4" water EXTRA UNMETERED GFI EXTRA UNMETERED GFI connections None None HARDWIRED BREAKERS HARDWIRED BREAKERS None None SPECIAL MODIFICATIONS None EATON CORPORATION PREPARED BY DATE Chn5topherLDolan 06/18/12 APPROVED BY DATE JOB NAME Butch Gilbert DESIGNATION Powerhouse VERSION TYPE REVISION - I MPL - PH #0000 NEG -ALT NUMBER- G.O. NUMBER The Information on this SHEET document Is created by 277 Eaton Corporation, It Is disclosed In confidence and 1 OF 2 It Is only to be used for EMBEDDED FLARE WATER 11. 5' 13. 5• CONNECTION WARNING 00.47 ELECTRICAL AND COMMUNICATIONS EATON CORPORATION PREPARED BY DATE Chri5topherLDolan 06/18/12 APPROVED BY DATE JOB NAME Butch Gilbert DESIGNATION Powerhouse VERSION TYPE REVISION - I MPL - PH #0000 NEG -ALT NUMBER- G.O. NUMBER - The Information on this SHEET document Is created by 277 Eaton Corporation. It Is disctosed In confidence and 2 OF 2 It is only to be used for EMBEDDED FLARE buootlecL -I suontled, 2 1 PEDESTAL 03 DETAIL (PEDESTAL *1 AND *2 ARE SIMILAR) � NOT TO SCALE CLARK CONI ON ASSOC I A E S LANDSCAPE. ARCHITECTURE 10401 Stella Link Road Houston, Texas' 77025 TEL 713.871.1414 FAX 713.871.0888 www.clarkcondon.com j; OF p a,YA E co a iL• � vb MANUFACTURER MOUNTING LAMPS VOLTS 4-1 to I :RE ARKSI 1.1.1 0.n GIi..F�.iERTr of f HADCO POLE 175W MH 277 VEM4.0 30 'A PE: EMBEDDED FLARE R54 C A N A 2 A T N G 175H H CL �{CONAL E TOP POLE 13' ISSUE I. WkTE W0 DD PROGRESS SET 05/18/10 75% CD REVIEW 07/09/10 FOR REVIEW 08/13/10 FOR BID 11/16/.2010 V REVISED SCOPE 2/9/2012 FOR BID 05/16/012 LITHONIA LIGHTING No. 4 400W MH ADDENDUM 06/19/ 012 SSS POLE LIGHT FIXTURE SCHEDULE E co TYPE MANUFACTURER MOUNTING LAMPS VOLTS 4-1 to I :RE ARKSI 1.1.1 SA HADCO POLE 175W MH 277 VEM4.0 30 VI ORIAN PE: EMBEDDED FLARE R54 C A N A 2 A T N G 175H H CL E TOP POLE 13' 0" ABOV E. MIX COLOR(6P3A) CU W0 0 BLACK PEBBLI STONE, EXPOSED FINISH WITH C c V ACRYLIC COA NG. ® SB LITHONIA LIGHTING POLE 400W MH PARKING LO POLE LIG T *I SSS POLE a GSF2/POLE COMBO (1) LL 277 U O U I >, 1 ELECTRICAL DETAIL SCHEDULE zao „...: V E co Z > 4-1 to Cn CU x 1.1.1 ° a , CL E a) c CU W0 0 LL CU U C c V 4-- 0 ® > � �-' a (1) LL cu, J U O U ELECTRICAL DETAIL DRAWN: CHECKED: SCALE: NOTED ON PLAN DATE: CCA PROJECT NO: 109-062 10074.000 CL I JD OREFER TO SHEET E.200.#3 GROUNDING ELECTRODE Panelboard 120/240 Volt,1-Phase,3-Wire 1 Section 4X -Nema Rating X MCB 600 AMP MCB MLO 600 AMP BUS (Copper) ISO. GRND. BUS X Single Mounting Double X Surface Feed - Thru Flush Notes Load (VA) Description Type Wire CB CKT # PH CKTCB # PH Wire Type Description Load (VA) Notes Description 13440 RV POWER PED. 1 M 4 80/2 1 A 2 125/2 1 M RV POWER PED. 2 25000 100/2 3 - M 4 - 3 C 4 - 1 M - B 4 13440 RV POWER PED. 1 M 4 80/2 5 A 6 125/2 1 M RV POWER PED. 2 25000 20/1 1 5 - M 4 - 7 C 8 - 1 M - EL 10 SPACE 7 A 8 9 A 10 - SPACE 25000 MPZ 1 SPACE 3 100/2 9 11 C 12 4 SF MPZ 6 SPACE SPACE - 1 1 131 A 1 14 12 - 4 SPACE - - SPACE 25000 MPZ 2 15 C 16 13 A 14 SPACE FOR REVIEW 08/13,10 SPACE FOR BID 11/1612010 17 A 18 3 - 1 15 SPACE 16 20/1 SPACE 0 ADDENDUM No. 4 SPARE 19 C 20 MPZ-3 II 4 SPACE C SPACE 20/1 21 A 22 - SPACE 4 - SPACE A 20 20/1 23 C 24 SPACE 1 MPZ-4 SPACE 60/2 21 B 25 A 26 SPACE SPACE SPACE 4 - 27 C 28 SPACE SPACE SPARE 29 A 30 A 26 SPACE SPACE SPACE 31 C 32 20/1 27 B SPACE 225/2 4/0 SPACE TFMR TLP1 76800 33 A 34 SPACE C 30 SPACE - - 35 C 36 SPACE SPACE 31 SPACE 32 20/1 37 A 38 SPACE SPARE 33 B 200/2 39 C 40 SPARE SPACE SPACE IHEI- - 41 A 42 SPARE SPACE jatrA21 0% SPD1 N.E.C. (2005) 11 Load Type Conn: Fct. Diversity N.E_C._(2005 F__ Conn. Fct: Diversity 220.44 220.56 220.60 220.60 220.60 (R) Recept. (K) Kitchen (C) Cooling (H) Heating (F) Fans0 (M) Misc. 0 0 1 0 0 L76,880 100% 0% 0% 100% 100% 0 0 0 0 0 76,880 210.20(a) 620.14 220.5 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 0 0 0 0 0 0 125% 125% 100% 100% 125% 100% 0 0 0 0 0 0 Total Connected Load 76,880 VA = 320.3 AMPS Total Load (Diversified 76,880 VA = 320.3 AMPS Location of Panel U FELECTRICALL RISER KEYED NOTES O SQUARE "D" MPZ5S40F MINI POWER ZONE, 15 KVA, 1 0, 480-120/240V, NEMA 3RSS WITH 65,000 AIC Rating_ 60/2P PRIMARY BREAKER, 80/2P SECONDARY BREAKER. PROVIDE 60A/2P BREAKER AND Existing 7 1 (3)#6 WITH (1)#8G IN 1 CONDUIT TO FEED PEDESTAL. X"New 4 O SQUARE "D" MPZlOS40F MINI POWER ZONE, 25 KVA, 1 0, 480-120/24OV, NEMA 3RSS 277/480 Volt,3-Phase,4-Wire 1 Section 4X -Nema Rating X MCB 600 AMP MCB MLO 600 AMP BUS (Copper) ISO. GRND. BUS X Single Double Feed - Thru Mounting X Surface Flush Notes Load (VA) Description Type Wire CB CKT # PH CKT # CB Wire Type Description Load (VA) Notes 1 1000 DRIVE WAY LTG B_ 8 20/1 1 A 2 100/2 3 sP TFMR TLP1 31000 188.8 1 2000 PED. LTG EL 6 20/1 3 B 4 - 3 SP - 372.8 AMP 1 3000 PED. LTG EL 6 1 20/1 1 5 C 6 100/2 3 SP MPZ-5 25000 1 1800 PARKING LIGHT EL 10 20/1 7 A 8 - 3 SP - 25000 MPZ 1 SP 3 100/2 9 B 10 60/2 4 SF MPZ 6 13400 - SP 3 - 11 C 12 - 4 SP - - DATE 25000 MPZ 2 05/1810 3 100/2 13 A 14 20/1 FOR REVIEW 08/13,10 SPARE FOR BID 11/1612010 -1 REVISED SCOPE 3 - 1 15 B 16 20/1 0 ADDENDUM No. 4 SPARE 13400 MPZ-3 II 4 60/2 C 18 20/1 SPARE - 4 - A 20 20/1 SPARE 13400 1 MPZ-4 4 60/2 21 B 22 SPACE - 4 - 23 C 24 SPACE SPARE 20/1 25 A 26 SPACE SPARE 20/1 27 B 28 225/2 4/0 sP TFMR TLP1 76800 SPACE 29 C 30 - - - SPACE 31 A 32 20/1 SPARE SPACE 33 B 34 20/1 SPARE SPACE 35 C 36 20/1 SPARE SPD1 SP ACCU 30/3 37 A 38 20/1 SPARE - ACCU - 39 B 4o 20/1 SPARE - ACCU - 41 C 42 20/1 SPARE N.E.C. (2005) Load Type Conn. Fct. Diversity N.E.C. (2005I I Conn. Fct. Diversity 220.44 220.56 220.60 220.60 220.60 I(F) (R) Recept. (K) Kitchen (C) Cooling (H) Heating Fans (M) Misc. 0 0 0 0 0 0 100% 0% 0% 100% 100% 0 0 0 0 0 0 210.20(a) 620.14 220.5 (L) Lighting (EL) Ext. Ltg. (E) Elevators (WH) Water Ht. (MT) Lrg. Mot. (SP) Sub Panel 0 7,800 0 0 ,200 [1710 125% 125% 100% 100% 125% 100% 0 9,750 0 0 0 171,200 Total Connected Load 179,000 VA = 215.4 AMPS Total Load (Diversified 180,950 VA = 217.7 AMPS Location of Panel: WITH 100/2P PRIMARY BREAKER, 125/2P SECONDARY BREAKER. PROVIDE 10OA/2P AND (3)#3 WITH (1)#2G IN 1 1/2" CONDUIT TO FEED PEDESTAL. 4 TRANSFORMER SCHEDULE CLARK CON ON MARK KVA PRIMARY SECONDARY MOUNTING lay G ASSOC I A E S KVA :P E a- LANDSCAPE ARCHITECTURE 11.5 Richmond Avenue Building, Suite 300 JRPOSE, N 4 SATED 141.6 E 10401 Stella Link Road Houston, Texas 77025 35.7 GISTRATION NO. 2234 DATE• TEL 713.871.1414 FAX 713.871.0888 j 713.914.0886 f EDB Project www.clarkcondon.com e"% E 188.8 EE BN 227.2 AMP CL JD 600 372.8 AMP i, . C. B. rIlt,.Btr:R I- 01 �. .. MPZ47 15 KVA Ltt, , <• 0 4,, p; all -1 #6 G. : I) 11111 I. 11 11i . .. .. . t 111 , 1111 _ . .... . 1111. _ .... . .. f1. .._ATCHiNE { i ',i^ $ ; - 11 L '?I.i - i..._ .- ,1. �I LICEF� - ��,,,((��1l,�.� �j - - iON} > if 11 # x.;.i $ $ / HUNTER i I�(i i� ��iJli{'jtCLARK . I ' =V ! J ;.. 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Sch 4Q PVC Lateral Line - Size as shown on pla — .�. - fi„ Sch 40 IVC SleeveAVWA > R R1• .A�10) T^-' YYY o . III PLAT I DRAWN: KFU CHECKED; SSS ' SCALE. 1 "=20'-O" DATE: NOVEMBER 18 2010 CGA PROJECT NO. 109-062 . 0 20 40 6Q „-. I NPONi. '. .. . . CONTRACTOR TO COMPLY WITH ALL LOCAL ASA CODES AND ORDINANCES IN REFERENCE �:�' L:ANDSCAPE ARCHIT PTl1RE TO LOW VOLTAGE WIRING AND THE 1, ALL MAINLINE, LATERAL LINE PIPING AND CONTROL WIRES NDE PAVING INSTALLATION 0'F PVC PIPING. SHALL BE INSTALLED IN SLEEVES. SLEEVES SHALL BE A MINA 4U'M OF TWICE -RAIN BIRD PEB ELECTRIC (2X) THE DIAMETER OF THE PIPE(S) TO BE SLEEVED. SLEEK TO BE REMOTE CONTROL. VALVE ADEQUATE SIZE TO ALLOW FOR REMOVAL AND REPAIR OF PIF NG ND i .. IOU' 1.040.1 Stella Link Road Houston+ Texas MAIN SUPPLY, LATERAL MAI:N LATERAL. LOW -VOLTAGE 1201 VOLT LATERAL. LINE �' �I CONTROL WIRE, �,j '�'i*.l. 7��.���.`i�,3[I. �'AX 7� .8��,�88� OLTAGE WIRING SUPPLY LINE. WIRING WIRING TREE RaQT I. ._ 16hyANIS LOW V - �2, PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE AWI GS NOwww.ciarkcondon.com SUBSTITUTIONS OF SMALLER PIPE SIZES. SHALL BE PERMITTEE, BU :.:.:•�<�t ., r'; .r'`,a ..�:=�-:.: APPROVED, ALL A��ED tn{s{({'�� VALVE Bf�X 'S.:: GH}�ISTY SUBSTITUTIONS �3F LARGER SIZES SAY BE A'P C� . . ..l_.t'f.^ —� _ '^Y.v:'1." "' ,' r/ ✓. -'^ '� -_',5.,. ;55= �� ,.,. _ JUMBO t, j)Jj)(^ i;~r ;! f - :.Y. ; O, F SAID aS _. ' REJECTED EDPIE SHALL BE REMOVED FROMTHE SITE AT TH�REC. �ITH COVER I.D.AG E REJECTION WIRING_Tw LATERALL SCH. 80 BAI=L VALVE L. - r. ..^..:_ _ it r.y.,k• r J r 1) _ E T.O,E.- _, 3. CONTRACTOR TO INSTALL ALL BACKFLOW PREVENTIC)N DE Y 1 E �- . SCH. 80 NIPPLE {: s -MAIN LINE - w T ;� i p1 REVENTER �DO NOT CUT TREE PIPING BETWEEN THE POINT OF CONNECTION AND HE BAC i ;'„r�';�>::r�a,•:.^=_,mss ,1,,-`^sr._f, ._ . w ALL 120- VOLT ROOTS LARGER THAN SCH. 80 FIPPLE T.Q.E. AS PER LOCAL AND GOVERNING AUTHORITIES, I - �, SOH. 80 UNION--,, 1 ._. 4. FINAL LOCATION OF THE BACKFLOW PREVENTER & AUT€ I>C CONTROLLER WIRING IN - -1 /2 DIAMETER, -.TUNNEL -' - - .. w w L w; a ... ,. :' AUTHORIZED REPRESJ TATIVE, TIB NG' w W W'CORDANCE W/ UNDER ROOTS: HAND '' ' ' SHALL BE APPROVED BY THE OWNER'S A Z I �� ww a tw x W w _b:w w w .w_w---}• ' . - %4X -,,.. �..�-.:•�t �...:: :.�.. F.,'_,4 r'y�,°tl - ...n<Y-.ri,..._,_ ' f, � 1 . S LOCAL BEWIRI G DIG WITHIN DRIP LINE 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER ATIOCODE. PROVIDED BY?THERS. THE IRRIGATION CONTRACTOR SALL AFE'TH FINALOF TREE. ? CONNECTION FROM 7HEELEELECTRICAL THE C0STRLER!fI ,NiRAESET PE PE OICULAR T0 F6.ALL.SPRIN ER HEADS SHALL BLATER L LI _ DE H w ( -SC rt . ,T. „ f'^ .. > ti UNLESS OTHERWISE SPECIFIEL). HEADS SHALL BE BLACK IN OI �"`� �. .`y ,.�Y,.' ��:>.; �� o:: :'.:".,;:.:�'p.+, .- :. .. .: •:: ..,. ^-`✓e.=. f.J, 'i�' ..t: '.°,'-.,. N � 0 LOOP WIRING AT ALL _ �; : :. ,._._; .�.> �5'�.i.::f? c.s�:� - - TIE A LOOSE 2 L BRICK SUPPC}RTS MIN* ;<< -.;;;;'.::::_.<._:_.....:_..:.:.:.:,<-...:-k;,..> : y�'�.:.,ty'. 80 PVC I K R :�_.._:._.::.::.:..:..;.-...:.:.:.-.:..:..^.:z��.�.y-�{:v...:,>.:.... . 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST L ,SRI F DIRECTION GREATER THAN _ 1 r :.-._.:.. w rl . CHANGES C) C 4 PER VALVE BOX a,.;_.: : " r: . i.I ;,., r, ....:... �i":.. _ > -ALL MAIN SUPPLY LINES 1'O BE E V ,._. - ; = 5..' '.: s'1..f4..v ::.: $ VALVES F OPTIMUM M COVERAGE WITH M'IN'IMAL OV RSPRAY QNTf� �- TAPE AND BUNDLE 30” UNTIE ALL LOOPS AFTER HEADS AL ES ORO M A INSTALLED IN ACCORDANCE WALKS STREETS, ETC. � CONNECTIONS .HAVE BEEN CrOMPLETED. WALLS, ''► TUBING OR WIRING WITH MANUFACTURER'S 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. $�- O N WITHIN --�-r— -- -� 1,... _ _ TI ONLY, ADJUST AD INE AT 20 INTERVALS, SPECIFICATIONS. PAVED AREAS #S FOR DESIGN CLARIFICATION ON f, LOCATION WITH APPROVAL OF LANDSCAPE ARCHITECT TO ACCMMC) 11 MAINLINE 1/2"-3/4" CRUSHED STONE EXISTING JOB CONDITIONS. ? r ' 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRA.CTO TO FA ILIARIZE r HIMSELF WITH ALL GRADE DIFFERENCES LOCATION OF WALL' INTI IG TRENCH RTSHALL REPAIR T� _ � HIS �' ��`�' �Q�� �/%��,, WALLS STRUCTURES ANQ UTILITIES. THE IRRI' ATION. CONTRA OR . N ( OR REPLACE ALL #TENS DAMAGED BY HIS WORK. HE SHALL Q4RIil-NATE S I�aT WORK �i'VITH OTHER CC)NTRAC;TOR:S FOR" THE LOCATION AND I TAL TI N t�F PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS & PAVIN ETC ISSUE MITE 10, ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH PLIC L C;QDES & ORDINANCES OF THE .CITY OF COLLEGE STATION, TEXAS RD TH � ATIC)NAL• _► ELECTRICAL CODE & ALL GOVERNING AUTHORITIES. 09°l CSD 0l093 10 ROUND PURPLE VALVE 11. ALL CONTROL WIRE SHALL BE DIRECT BURIAL 600 VOLT, SINGI..E BOX. TOP OF VALVE BOX T4 S. PP PLASTIC INSULATED CABLE RATED FOR DI . ECT° cQ 410:.20 � WISHED GRADE 1.0 33 DNP CONDUCTOR OLID COPPER, C N � F . QUICK BE FLUSH WITH FINISHED BURIAL APPLICATIONS, U,F., U.L. APPROVED 14 GAUGE .A.W, ' (MINIMUM � 20 2 OUTSIDE WALL—OR REVIEW 0=2 COUPLER GRADE PILOT & COMMON. GROUND RETU€�N WIRE, EACH CONTROLLE I TGt AVEAV� A + t V j ,.� . DIFFERENT COLOR LEAD WIRE & COMMON WIRE. FOUR (4) ARE I ES FOR BID 05146 2012 SHALL BE INSTALLED FROM CONTROLLER TO THE FARTHEST kLVE IN. EACH HYBRID CONTROLLER: � DIRECTION, /-HUNTER ICC SERIES �.. STATION WIRE ANY COLOR EXCEPT GREEN OR ORANGE_ OUTDOOR WALL MOUNT I--�-- COMMON WIRE GREEN # I _- w RAIN SENSOR ____ + 111111 , , EXTRA WIRES ORANGE - 1 ' PVC __�____ _.---�-.. 12, THE SPRINKLER SYSTEM DESIGN IS BASED ON /�+ MINIM STA IC ___�_ . PIPE: jj � I _ PRESSURE OF 60 ' PSI & A MAXIMUM FLOW DEMAND OF 6011 PM, HE BALL VALVE— _� BRASS IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES P I0R � _"'n� - �^ STABILIZER CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WAT R ,PF S ' URE 1.5 INuH PVC SCH 40 MAIN _ SNAP'.---LOK T FITTINGS ELBCV�# INDICATED ON THE DRAWINGS & THE ACTUAL PRESSURE. REA #NCS AT , HE CONDUIT AND LINE - _ - JUNCTION BOX I JOINT IRRIGATION POINT OF CONNECTION TO THE OV�'NER_S AUT'HORII WED REMOTE CONTROL VALVES BRICK SUPPORTS MIN., , TRIPLE SWING OIN REPRESENTATIVE. WIRES TO E YS H 2 PER VALVE. BOn = FACTORY -ASSEMBLED 13, DO NOT iIWILLFULLY IN�TA�LL THE SPRII�II�LER S TEM AS OW q � N THE - ..:.,:...._........:._.- ....�.:_. •: ` ! B T� CTIONS, "O-RING" STYLE DRAWINGS WHEN IT IS OBVIOUSS IN FIELD THAT UNKNO O 4Q CONDUIT GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSNS IS' THAT CH PVC SCH MEN/,3/8 DIA.AND FITTINGS TO POWER SUPPLY :' MIGHT NOT HAVE BEEN CONSIDERED IN. THE ENGINEERING, UCH f GRAVEL 6 MIN. _ M G , �._ ...r. �., ,+,.;,,-...,'; ..?{,. r-.. 'ti... %r :� S.!:-" is 2 T :.:_...:.. ............ ',::. _^,.,.:_;::.:-...:s: ;...>' ... , :..::.: OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO T E A E TION OF CONTROLLER DEPTH THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS Q IFIC:ATION a c �I -i NTS IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL 'AS 2-2 RESPONSIBILITY FOR ANY REVISIONS NECESSARY. A. COUPLINGQUICK ,~ 14. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED O SPE IFI .D SHALL , BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS SP CI ICfATIC3NS,AhL IST 15. THE IRRIGATION CONTRACTOR SHALL INSTALL SERVICEABi CHICK VALVES E 20-1 v ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4� � POST _ WH - R+ VALVE SHUTOFF DRAINING OF THE IRR'IG. ION HEAD OCCURS ORA i IRECTED BY THE OWNERS AUTHORIZED REPRESENTATIVE. :- . I 8" X 3" BRASS STOVE BOLT IN E 16_ THE CONTRACTOR SHALL BE A REGISTERED LICENSE IRRI ATOR I THE - CONCRETE.. OF S AT EACH END LEEN S� IES STATED IN � TATE OF TEXAS, CONTRACTOR MUST CONFORM: TO ALL CQ SECTION 344 OF THE TEXAS ADMINISTRATIVE CODE AND TCEQ, `-= - R VALVES GTE VALV S DICK CO PL ER CONTROL cv i - U_ - I. i : 1 ALL RE MOTE CONT OL A E , C� , _ ;�--CONCRETE VALVE BOX --++f _ .. E IN AP co Rfl�,'ED ,�i,,� �::: � :�:;' WIRE COMPUTER CABLE PULL POINTS SHALL BE INSTALL�� LARGE ENOUGH FOR j '.: - ::: STREET VALVES BOXES WITH LOCKING COVERS. t� � +�3 TESTING, IIS. - 18. WATERPROOF +C'ONNECTORS TO BE USED ON ALL WIRE NNECTI 'TIONS. , BRONZE WYE STRAINER _ # f SUBMIT SAMPLE TO LANDSCAPE ARCHITECT. FINISHED GRADE 40 (n I �+ r -` 19. IRRIGATION CONTRACTOR SHALL PROCURE ALL PERMITS ICEN " , , & PAY 3` ALL CHARGES &FEES &GIVE ALL NECESSARY NOTICES FC) • THE C 'MPLETICN C. 110 OF WORK. _ PVC SLEEVE (SIZE VARIES) 20. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED IMF RMA ION, TO WATER METER-� 21, ALL VALVES T4 BE ADJUSTED TO MINIMIZE FOGGING AN MAX MIMED aa. -'DOUBLE CHECK COVERAGE: DO NOT ADJUST AT THE HEAD UNLESS ABSOLEJ LY � IRRIGATION NOTES VALVE ASSEMBLY N CESSARY, } 22. CONTRACTOR SHALL NOT DISTURB ROOTS OF EXISTING EES.I THERE .. � FEB'CO 850 3/8" X 3" BRASS STOVE BOLT IN MACHINE TRENCHING B L THE DRIPLINE O E? IS ING TREES. AND LS CONCRETE AT EACH END OF SLEEVE SHALL BE NO M NE E OW _.�.._._. 23, EXTREME CARE SHALL BE EXERCISED IN EXCAVATING A WC) ' .KING NEAR c�. : UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION & CC) ITION OF ALL. DRAWN: C)Mi' .....:.::.:L ter_ � -.: SIDEWAL#� UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILI Ifs, UNION - x ,p s 24, CONTRACTOR SHALL CLEARLY MARK ALL EXPOSED EXC ATION MATERIALS CHECKED:SSS •: �gn� 5 ,..Cr, : rno, `G iJ«i i <� LS � - x�����3.0 a,iPE 2a'.. & EQUIPMENT. COVER OR BARRICADE TRENCHES WHEN THE CONT A' TOR IS. CALL BEFORE YOU MGI SSE; N.T.Q. NOT ON THE SITE, TAKE ALL NECESSARY SAFETY PRECAUTIO S T P ' OTECT & _} TEXAS ONE CALL PARTICIPANTS REQUEST PREVENT INJURY TO ANY PERSONS ON THE SITE. DATJULY 9, 2010. � 3/8 D'IA. GRAVEL <48 HQ. URS NOTICE BEFORE YOUDIG,DRILL,ti 6'k MIN. DEPTH '- PVC SLEEVE (SIZE VARIES) 25, ALL AUTOMATIC IRRIGATION SYSTEMS ,S EMS SHALL BE EQUIPPE IT CCA PROJECT NO: '109-'062 OR BLAST - STOP GALL R L ERS QpillIg CONTROLLER CAPABLE OF DUAL_, OR MULTIPLE PROGRAMMING CO L.. - Texas One Cell System SHALL HAVE MULTIPLE CYCLE $TART CAPACITY AND A FLEXI. LE C LE DAR .: Q WITH R L CHECK- A LOW PROGRAM ALL AUTOMATIC IRRIGATION ONSYSTEMS SHALLBEEUIPP NTS NTS -� RAIN SENSOR SHUTOFF DEVICE, SECTION - 26. IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS COM ISS} N ON ENVIRONMENTAL QUALITY (TCEQ), P.O. BOX 13087, AUSTIN, ERAS 78711..--3087. wwwAceq,Steat:e.tx,us fa IMM . PLANT KEY KEY CQII9N NAME .TREES Ill YAUPON LI TUSCARORA CRAPEMYRTLE QM CHINKAPIN OAK Q'� Ll�f E OAS V MC NTRO E PURPLE VITEX C'S 4 �....4vi c. .. a " ; >1 _ L 1 ./ ,. ..l (AT HL I Ay,- -A-44 _ y> _ ; l - ]'_ I __ k ___ .� " i . , , "--"j , -%— . . 5) I I I f I ." _—, " ... t. � .. a . . \ � I \ .', _ . .. ! . f%. .. I ) i , , . , 11, J P.I .,_ �`; `` _ '`'` ` I. _ .r'' "`,: �,+ ` �' LA�ci�,CA} ARCHITECTURE _. ,' i. . z, - . i- ,: _ j f )( .,. . 4 ., . .. ._ , '^�- . . Kx : i 0 �^ ` i �:`,~^ i i r:, s. t £_ x., y , - /; �. 4 3 -'" `-`' '`, `,,, . . -040 t Link Road Hou on; Texas 77025 ` ,1. ..— p-" --�-_. -._ .-� "iE t 71-1414 FAX 71 71.03 +� t .. _ 1 IV 7 __� $ ' *, `� -kms-- ___ ._ ;'-_ -- -"" '`' _,. t�/ t ( Yk o d f1. otY� F: } t -J ___ g ,-..'.-,. f��•'•.`.. .r'^ `"5 1't !.+r" WwY?f.l..tQ1 .fr tt C.r .;tt il,2 :. , ,_ _ ,i i t ., : „-...__:._ .........._..»...._: -- _..„..: 3 .. -.». ..... .. ...... . �° �'`�^ - - � �'..•i` ` I, `, I I /�r ' f it f \ \ I "I . .,% I % I 1__- 1. __1 . .{ ,11 > is ' _ _ 11 , r;< !. ci %I... . I, ,(I k �,•� ..._....._ -• . -\ e _. �° d, Ij ✓li _ '. _7 , - . —3 it 5'z '}3 ;r>>rf, �1�.., t `d ..:� '\i - , '. .1, `1� ” / / \ .- 1, 1___' ---- ,'. - I t,. I -Q, I1 �;t" i ', \ I `' ,- .% : . 1 11 -_ � L , , - - --,,,/. I ._;__ I i . 1 \ it , I , __.,., .l."', 11, . , \\ I I I ____ — . ..•' �.' -.. .;\ _ - __. '. ; I ` '''t _ . i "'. �� 1. -.. \ - -1 1: . -•tet-„ K:•: • d , - t/ ,t w.+'r"`�'w .' - ter. , _� ti \ ^�.T _. 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A fi+ __ ; ti . • - r 'R COJ -, i J�R k, ° �' - - - y ,t - .: i }r i i <, ,, Qfo-a o2 ` s ti ' +j 1. i - s :Y ' 4 , r o4wa.JJ ;y `-••__ —.,,. _. .. _ ., ... \ .. :ir: y. ... mm, I ` - - Q o . `'' 't _ -- _ : , : 3 , K.' ,.:.:• - _ .. : ! + 5°° i . i S__ J • _+.,...� : ^" y `J y^Aq�J�N f :/,t".•i. y.. b'-. .K.. , L {o' �' Q - �' _. - DD . _ ;. s \ f ft > M. 75% CQ REVIEW --- —_ _ civ ! ., , /I � - - :,! .." ,, . .. a r a r ,{ , .. . .: _ € _ I1 I _ x Ott: *-....._ "," _... _... -- \ <� T It ,, 3 >. . �. o _:.. , - _ PERMIT , t F R -x-: `*,,,, I -J1 / r 11 _' z - '�.. r - o1.e�.+� °"'•.- I F >r:•- `ter... . > , ; < t.. r r I. i :3, �. - tf !rt _---- .. si J o over `t +}: .i$-.,,r'X �,.,,"'� / .' t ii _. , Clic[� pp1_ } i S� t i ....... ,.. -. man°`Y` { ,L._,_.... i 4 i i - . '.\ .. i,.•` FOR BID E , - _ -ti + ... t,'' - _ ........ -, 'ice j', D is n"�S'ii� �'� f,'<t "_ " d o< T £ 1 S .$' t w ,/� `- f ` 1. I ) .�, i + £t:," - - ; l ' ,, . T 1 i i .xi - - �,.. .. I 4 �" s: r '• -:!.fes+• , f , :• S. ;:i c i i £ ,. `�*, F 'tea„ , k_ 't 1 I *1t ° ;ti >: ' , rt `s - r F 'v _ - � `.t ,.i ' N ..- ,^-:�„� ;; > _ f ,.+ �. t ; ;;, , _.. 11 ., ; ......1_- ,._ :, -, i ; . < r I�_ .- % i t 11 -1t: i / .- ------I-- - I pj},���A }}��'+��� Jj'A+�� }1('-'''�s [�/.'��� }F�.�i- 1{j CALCULATIONS F✓ 1 l+wf �< i i � Y' • � f � � LANDSCAPING SIZE A NAME QTY -NT POINT POINTS TYPE VALUE 1. rf _ " �,4y�1 .. 4 t TO 14. „, EXISTING O � .. .. C , 317 40 1,480 ROP i REE f3Al iRICADE r-- ,` 2,' AND LARGER, NON . (i__J EXISTING /C CANOPY 55 35 1,855 BARRICADE E 4,* 1 Q 8" £ + 1 GALI-PER, CANOPY 42 4Da 16,8GQ �.�� EXISTING Wf TREE . BARRICADE -tt GER 8 AND LAR1. CANOPY 'feltkN €. �r EXISTING TREE 24 500 12,000' ;��"� BARRICADE �" "_� 40f AND LARGER LARGER, NON EXISTING W/CANOPY 60 2.00 12,000 .- 1. BARKADE TREE 2.1 " TO 5<.4" CALIPER CANO-PY TREE 25'G 1 3 750 J � 0 1.2.5" CALIPER'CANOPY NONGO N P A Y 30 4 G 1 x 2GQ .AND LARGER TREE R ICADE LOCATIONS RE: DEMOLITION NOTE. FOR TREE BAR.. TREE PROTECTION PLAN L1.01--TL1.04 .11 STREETSCAPE (1.,143'/5.0) x 300 PTS _ 6,858 PTS (1,143'/ 2) = 36. CANOPY TREES POINT$ PER PR.04ECT ARES 602,785 SQUARE FEET OF SITE AREA 602,788 / 1,000 = 602.78 602.78 x 50 = 18,0384 PTS ADDITIONAL POINT CREDITS LANDSCAPE ARCHITECT SCOTT SLAGLE:, LICENSE 1549) I$ REGISTERED IN TEXAS—(24,942)(.10)= 2,494 PTS TOTAL POINTS 'RE'QUIRED: 24,9 '2 TOTAL POINT PROPOSED: 51,579 06/01) 2010 07/0.... f�1{. 08109i 2010 08/%2010 0'10 05/16k21012 I » K \1 ,-,, _ 1` °. `�... - - : � . I �y ,. 0 -- r / t - i , ti .,... . . - . 4� 1 _. I k 11 '% � : . t 1� I 1. � � — , _ , -bu i ( I — I ., . ,, #\, _ ... V, c v, — i r -T-.,: -i ._ ti .... ..S -r- %� .: 5:.: , w.'.. Li` _ —_+ wfwr,w-<. t i '�, t - r I ii - / / \ _ ? � '; psi 3 - i ^� f ..- `'. Yr' LI 4 -_ ,-,. t - _ .: ``• I( I. i it '*"j e�'' `! + -,�.-`'-^r""! I. j , yt $ s j#fj{ y i i 1 �' �� tf� _ . _ I , x Si'. �' y .. :. .. ;- , , :S L i` ia. 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T . _ H E FACT 66,6,6 - ,6666 .. .'_. � ,.,J .,i} , - rr `-' - - .r-xr !� //!• _,.,. ._--8 /-C / STEIN AL N A D 666,6 '6666 ;.: .. ALL H . . ». _66:,_66 .. -' _6.666, '- ,� _ `6'666. .._ 66::66 -. ,., r < a r „ INC ING Eli C , .^ , . t J LUD �� A J r:yf .. _:.,- 6.66.6.. 6:66:6..,: ,. > � � ` � - - T N j}•�� .. ' - 5 _ •, / -,,. ,. i. - 6666,. .. \\t } r/�. - 666_6_ \, �'` �\ 6666.. -. ,� _ , ... = c� \ 1 _ ._ ` �` ,_ i I - \. D I Q A Ali 6666, ,,, _ _ '�..- -. 6666..6666 ...,.:..•.. i ♦ , _'.t .. t� - .+" 6666... h t -- f i / 66,66. ^-�,... "-.,. ^�. ,6666.. - .. ,l _ ti _ .• .. 66:66. , ._ - 6666 _ IN . ALLA C)I�t. ,.�,<, , -6666-. �, a. 6666. -..._..... ...^- A ;�T � TI � _ __ 6.666 � 6666.. ��,: ... .. a , 6666.,_., : _ `�-'6`666: _ ., _ ..- . . i „; 1 ,.. . _.... ..� 6:666 _,.. 666_6 ,..., t .: ., ... - t .. - r,. , i - J i ``• 6666.. y A S - i S LANDSCAPE ARCHIT CTURE 10401 Stella mink Rood Houston, Texas TEES 713.8-71.1414 FAX 713.871.0888 www.clarkooridon.com "e "' 77025 ... ISSUE 0 6Q 100% ISD 05!011 010 1 1 , - - ' - { ..w 75'!� CD IE'�IE111f 07!0.91; 01Q 10074 CD REVIEW 081091 0'10 1 ; ' ', FO#. PERil7 Q81101 010 # ` ` FOR E 05/16/ 012 ID i --- i ! T!"� �:s: . p 1 zoo 2 LLQ I�I E GRADE AND DRAWN. KFU C0LLr_�L 6 iiAi I�IV i IIT ' Y DEVELOPMENT � S i CHE{�+y1p/�E r�y� Q� ER ICE, : AL I STALL A Z -O" 8GD "=; t_pl –_a._..,�. , SGAL.E 1 20 C/$Rl EDGE�t DATE. N�VEI�#B�.R 15, X010 fl� €F . �N ACK U R Ai * WATER IN SOD CCA'PROJECT NO: 109-0:52 _._..,.....--,:.....- - .-_,. si ti \ 1 I.." s � - `! c" ! ,. _.. . _.. ...„ Q . - .. ,, /1 t '; _ _-_ �il(�}ROMUI..GHEQ AFS `ASW TE '. ED t.. NTIL. 75 fa , i. ':. ,. .. _6666. , o .. i ti t i^.� _... �,r, – 4,. _ .- .. _-, -6666.- E f�t`EF GE I Ii�E i f 6666 6666.. 6666, _ • G C ,� E' B.t D. A E i i.. t6666 } --.:_.. _ ... . { I - _. ._ } '',, I:: 1 `i. ` _' - i-- �c r; "" ✓' ! ,. _ �I `_ <; - }` } . S r } . t . s S - .. i . , "� t S '0 - '�cP I ' ` �/ L_. 0 . } ~66,66 .,,-,�. }( i } a) .-0 � ' ': �.f , {� "� 0 1 LL.. , .. i- .. i --- i ! T!"� �:s: . p 1 zoo 2 LLQ I�I E GRADE AND DRAWN. KFU C0LLr_�L 6 iiAi I�IV i IIT ' Y DEVELOPMENT � S i CHE{�+y1p/�E r�y� Q� ER ICE, : AL I STALL A Z -O" 8GD "=; t_pl –_a._..,�. , SGAL.E 1 20 C/$Rl EDGE�t DATE. N�VEI�#B�.R 15, X010 fl� €F . �N ACK U R Ai * WATER IN SOD CCA'PROJECT NO: 109-0:52 _._..,.....--,:.....- - .-_,. si ti \ 1 I.." s � - `! c" ! ,. _.. . _.. ...„ Q . - .. ,, /1 t '; _ _-_ �il(�}ROMUI..GHEQ AFS `ASW TE '. ED t.. NTIL. 75 fa , i. ':. ,. .. _6666. , o .. i ti t i^.� _... �,r, – 4,. _ .- .. _-, -6666.- E f�t`EF GE I Ii�E i f 6666 6666.. 6666, _ • G C ,� E' B.t D. A E - Nt 117 IN 15-1 E% x.4.0 ry A z i AO oop 00, CLAR K CONDON A S S 0 C I A T E S LANDSCAPE ARCHITECTURE 10401 Stella Link Road Houston, Tex0s 7702.5 TEL 713-871.1-414 FAX 713-871.0 -8-88 www.clarkcondor-i.com . . ... .... .. 2 '7 -Z 11 Im I I IN 1.1 1.11 M.M. 2 80 • I. T .4r fj 49 V- 4- 4.3 ... ........ ......... .. EXISTI.NG TREE, TYP- .... .......... DA 'IT E N. ilk ...... ... . 0 100% DD 06/016 10 75% CD REVIEW 07/0 010 t fr 100 0/6 CD' REV I EW 0451091, FOR PERMIT 0811 -10 . . ......... FOR BID 6 .012 05/1 4- 284 17 ........ 0 Y- L r W >rF <, <186 >\ E (D U) co own > x 0 (D q Uj un 0 , Z- 0 ;p cc 4" L& .. ..... ....... N, 0, f.. .. ....... > 4-0 0 c) U- .I o 292— ... ... .... t kw PLANTIN. D �FO NOTE$: rX`7')A.AP1 1ANCE I THE CONTRACTC If SHALL F# R.. GRADE AND HYDROMULCF !ALI AREAS A' 2012 SEP DISTURBED BY CO .4 TRUCTM DRAWN:, KI=D . .. ... ...... i(jN 2. THE CONTRACT SHA Ll --- -- ------- A X-0" SOD STRIP 1 �)NG ALL CHECKED: SSSS i DEVELOPMENT S :RVICES YI DIIS G EDGLff, FILED: IN HARDSCAPE D. CL SCALE: 1 "=20' Yi RB -1 OF WALK AND BACK F CL 3, THE CONT ACTO SNA .1 WATER IN DATE: NOVEMBER 16, 2010 r! SOD AND M INTAtI CSR 3 i') DAYS CGA PROJECT NO: 109-062 ....... . .. AFTER [MqTAI I ATInU I q, 11 gig, gj'j '11111, 1 11 11 111.11 FOR BID MAY 16, 2012 CCA PROJECT a 109-062 �iCLARK CON -DO' (( A S S 0 C I AT E IS LANDSCAPE ARCHITECT 10401 Stella Link Road Houston,Texas 7702-5 TEL 713.871.1414 FAX 713.871.0888 www..clarkcondon.com 9/ F �/n1,YV I - - „_ X1 11 111 1111111 MMXN l X. t s ! ft 1 I i i. 4 -... .ter w l i t A{ 1 r' • :. , . i :d : JO, -E OKR�!p Imc. ,� Uj , '. .. .: - .,. . :.y .y ..•'• ..� ,� it n f F 1 ......... ...... ... - - SUR P MRS A.h: J,....I f��./�"'q[//��'"'�'���'�..A Y .6./ � r Vy/ RS UJI X79 693-2777joeorrinc@verizon.net r r r r � .� The uriginal Surv4�yors qf College Station1 Surveyors Notes April 8s 2010 :. ,. « 40- ciThis topographic survey was performed b • HenryP Mayo, RPLS 5045 in Aril 2010 f s302.8-- �levationare NSVD -29, based on Cit of � � � yrs -. Station 1994 GPS control monument no. 12`�. e rd i'cu Ila World coordinat\.s of the drawing are Tera.... .r-�'� ,�. '�.LAW CL CL U , .3 0 3. 91 State Pla-ne NAD8 8 datum at control a l3 « - o nt P`D'avid 1 Cbut shifted —10 million z `3 1 F , feet North and -3 trillion fejt fast, ' ..�.��.��.. . / Borientation Barin or ..ntation is also Texas State Plane. Only the largest oak tree on the site are � � r Q _ 18.x', Pct:. 1 j ,. labelled on this drawing. Most trees have �. ;.... j :.. �''•.. SURVEY not been located yet.�:, A request for marking buried utilities was � submitted to Di . Tess= but only the ATMOS gas�.. 302.E pipeline was marked, Other utilities are present. :::: �: ;�., i �. DRAWN: C i °.� «. -: �' Q Property and easement lines shown are only 306;2 � _ �, c��c€��Q: X r fV f Y - accurate to about 0.5 feet and should not be y.-'' p f` � ,r s����: � �s��c�°� relied on for design needing better tolerance. ;"`' .'r3 DATE: Npvemt er16,2010 r ' ffilesl.. { naG ;f•:.. is f.f' CCA PROJECT No109-062 �as arSeneYsie from the Cit utility field i _ . and have not. been � Id pier fed, � - -... �. t€ r Waterlines may bu present, but the only items r ^�gg��g;� peen were the valves at the Dartmouth end of the Arts Censer driveway,: t 2? Irri ation Fines ore presentat the Arts Center - a.n Amphitheater areas, r r.. ki atCL AmW CUN. VN •i •S •l : S`' '�. r` f •,t ':",fit ' � ` 2 'ie. • i ,Y S 5 t- , 1 r'\ r ^i LIMIT OR SH ti 0 �0 5 - RE E t� t r _.. 1. t i .�;�-..�,•- _ '..,1•'- �i,.-'rr;t `' <;� . LANDSCAPE ONLY AND IS NOT TO CONSTRUCTION E .L..iJ OR 'S v i t - r ! , , c «w t t f - tt_ t{ : ?:. `t �.t•? \ `-1 - ,' r .r' -L`l / ;r'r f'Ji `s........ - - ,r�' , < , Haastop 10401 Stella Lank Road Texas 77 5 TEL 713,871.1414 FA X 713.871.o888 , < , t r Vi/1N f4�fi CiC15� ...ff a t..t +' [ i LXw 0 .. :}° ', 1 xs 't ,' `: ` -, `" .. .._ ..-..._". ..... ... "' !' -.. •' .. _ , IIS I ~ r _ v - f , f ' _ 3 ` 2 i 't_ _ : fI / t rr' � . 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WHERE A CONTRADICTION. BETWEEN PLANS AND SPECIFICATIONS OCCUR, 1, CONTRACTOR SHALL VER LO O S L � � 1, CONTRACTOR SHALL NOT ALLOW ANY VEHICULAR TRAFFI PARKING 0I~ THE MORE STRICT SHALL GOVERN. COMMENCING WORK. NOTIFY VARIOUS UTILITY COMPANIES A MINIMUM OF 48 HOURS VEHICLES, OR STOCKPILING OF EXCAVATED MATERIAL OR �X NSTI�IuCTION PRIOR TO COMMENCING WORK, MATERIALS INSIDE OF TREE PROTECTION FENCING OR THE Q IPL N' OF TREES 2. REFER TO TREE PROTECTION SPECIFICATIONS FOR APPROPRIATE INDICATED TO BE PRESERVED, II � TREATMENT ATM'ENT MEASURES FOR TREES INDICATED TO B.E. PRESERVED. 2, CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY UTILITIES DAMAGED E 1C��.Q1 S#-sl:Ia Link Read Houston, Texas 77oz5 DURING CONSTRUCTION. 2. CONSTRUCTION. EQUIPMENT MAY OPERATE WITHIN THE RIP INE OF A TEL 713.871.1414 FAX 71�.871.C)88i8 3, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TREE WHEN NECESSARY FOR THE PERFORMANCE OF INDICAT D WOR. SUCH r � www.cla kcq don coo EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. ANY VISUAL 3. CONTRACTOR SHALL CONTACT OWNER FOR FIRST RIGHT TO REFUSAL FOR OPERATIONS SHALL BE CONDUCTED WITH SPECIAL CARE TO AVOID DAMAGING E I TO SETTLED TRENCH A SALVAGE OF MATERIALS, ALL OTHER DEMOLISHED MATERIALS SHALL BE DISPOSED THE TREE. EVIDENCE IN THE FIELD SUCH AS, .BUT NOT LIMITED TO, , DIFFERENCE IN ELEVATION, PAINTED MARKINGS, FLAGS OR EXISTING ABOVE OF IN A LEGAL FASHION, GROUND APPURTENANCES. CONSTITUTE A POSSIBLE EXISTING UTILITY. 3. WATER TREES INDICATED TO BE PRESERVED AS REQUI D TO MAINTAIN H CONTRACTOR SHALL CONTACT ALL UTILITY COMPANY 4. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY DAMAGE T4 THEIR HEALTHY GROWTH DURING THE COURSE OF CONSTR' -TIQN 0 ERATIONS. FURTHERMORE, THE C � REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION:. CURBS OR STREETS CAUSED BY CONSTRUCTION. REPAIRS TO BE IN ACCORDANCE STRIPPING WITH CITY OF COLLEGE STATION STANDARDS. 4. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DONE B �PPIhIG AND. a' DIG TESS 0 1-800-344-8377 5377 REGRADING. ALL EXCAVATION AND GRADING WORK SHALL g DONE BY HAND JOSHUA NORTON @ ATOMS: 979---774--T2506 5, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL TOOLS WHILE WORKING WITHIN TREE DRIPLINES, CHRIS GOOTEE @ SUD'DENLINK; `�79-840-- 222. EXISTING TREES ON SITE. PROTECT C T I ROTET R. T� OU' 979--7134--,��38 EE ROOT SYSTEMS FROM .MAG T ' X S CS UTILITY DISPATCH: DA . E DUE O, ISABEL CANTU 0 BTU. 979-821-5770 6. CONTRACTOR SHALL NOT PARK VEHICLES OR EQUIPMENT OR STOCKPILE MATERIALS' IN SOLUTION CAUSED BY RUN --OFF OR SPILLAGE DURII�'G MIXING _P LINE OF EXISTING TREES. BRENDA VAJDAK � VERIZON: 979-82.1--4752 MATERIALS UNDER THE DRI L N E AND PLACEMENT OF CONSTRUCTION MATERIALS, OR DRAINAGE I-R;C�M :STORED MATERIALS. 4, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ` THE CURRENT CITY 7. CONTRACTOR SHALL PROVIDE FOR ROUTINE MAINTENANCE IN AREAS OF r �r-a OF COLLEGE STATION STANDARD SPECIFICATIONS, ALL INSPECTION SHALL BE CONSTRUCTION. 0. MAINTAIN TREE PROTECTION FENCING IN GOOD CONDITION AT', AIwL TIMES, ` PREFORMED BY THE STAFF OF THE CITY ENGINEER. - TREE PROTECTION FENCING SHALL BE # PLACE PRIOR TO EGEN",,IN ANY N t 8. ALL MATERIALS REMOVED DURING DEMOLITION ACTIVITIES SHALL BE REMOVED ` �h�C1RK AND SHALL NOT 8E REMOVED UNTIL ALL CONSTRUCTII N WORK , IS 1 5. IN- LIEU aF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE FROM SITE AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL COMPLETE, � f CONTRACTOR HAL OBTAIN WRITTEN APPROVAL FROM THE CITY OF REGULATIONS. PLANS, THESHALL O LA 1s�9 �•� COLLEGE STATION PROJECT MANAGER FOR ANY SUBSTITUTION PRIOR TO - 7. SELECTED PRUNING SHALL BE PERFORMED AT THE DIR CTION F CONSTRUCTION. REQUESTS FOR CHANGES SHOULD INCLUDE PRODUCT OWNER'S REPRESENTATIVE, CONTRACTOR SHALL CLEAR ALL E,0.D AN DI . INFORMATION AND ENGINEERS SEAL WHERE APPLICABLE. ' EROSION CONTROL NOTE DELETERIOUS MATERIALS FROM THE SITE. i 0. ALL CONSTRUCTION ACTIVITIES SHALL. OCCUR ON CITY OF COLLEGE 8. THE CONTRACTOR SHALL MAINTAIN (EXISTING AN O ' D TREES STATION. PROPERTY OR EA.SEMEI�ITS. UNLESS THE CONTRACTOR OBTAINS IN 1 ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DEMOLITION (E D PR SE TRIEES, WRITING PERMISSION FROM THE OWNER OF THE PROPERTY TO BE USED ACTIVITIES. - GRASS, AND SHRUBS UNTIL CS PARD ACCEPTS THE COMPL E P. JECT WITHIN PROJECT LIMITS AT PARD STANDARDS',DATE ISSUE DURING CONSTRUCTION. 2. ALL SOIL EXPOSED BY CONSTRUCTION SHALL RECEIVE CELLULOSE FIBERMUCH 7, ALL PROPERTY DISTURBED OR DAMAGED BY THE CONTRACTOR DURING SEEDING UNLESS OTHERWISE NOTED. 1Q(I°fo DD ©r�� .0�0 CONSTRUCTION SHALL BE RESTORED TO EQUAL OR BETTER THAN CONDITION 76% D REvlErty 0710912, 10 PRIOR TO CONSTRUCTION.* 3. THE LIMIT OF DISTURBANCE SHOWN ON THESE PLANS ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION STAKING. CONTACT°f CD RI=vIEUV C}8!#}..�' L1(l THE PROJECT MANAGER IF DISCREPANCIES EXIST BETWEEN THE PLAN WORK AND 8. TRENCH SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH ; OSHA 'll STANDARD 29 CFR PART 1926 SUBPART P. ACTUAL FIELD CONDITIONS. FOR PERMIT 08t`165.1 9. TRENCHING AND BACKFILLING, ALL TRENCHING AND BACKFILLING SHALL FOR BID 05/16/2�'( 2 CONFORM TO THE SPECIFICATIONS SET OUT HEREIN. TESTING SHALL BE PROVIDED BY A CERTIFIED LABORATORY AT THE OWNERS EXPENSE TO VERIFY Q A AINAQE NOTES: 'Il THESE STANDARDS. ANY RETESTING DUE TO SUBSTANDARD WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. STRUCTURAL AREAS SHALL INCLUDE 1. MATERIALS USED 3N FILL.. AREAS WITH SLOPES STEEPER THAN 4,1 SHALL HAVE S BEYOND H CURB L. F ALL STREETS IT T ALL AREAS AND HALL EXTEND5 B ND T E U B INKS 0 A. , A LIQUID LIMIT OF LESS THAN 50. IN ADDITION HESE. AREAS SHALL RECEIVE SLOPE ALLEYS AND PARKING AREAS. IT IS THF RESPONSIBILITY OF THE CONTRACTOR STABILIZATION MATERIAL, SOME ACCEPTABLE TYPES ARE AS FOLLOWS. TO COMPLY WITH ALL STATE AND. FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWERLINES. NORTH AMERICAN GREEN TYPE SC 150 ADDITIONALLY, THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK AND SYNTHETIC INDUSTRIES TRM 4501 ELECTRICALPR VIDER.. I PROCEDURES WITH THE APPROPRIATE �? AMERICAN EXCELSIOR COMPANY CURL.EX I 10. AL MAI ERIALS AND LABOR NOT IDENTIFIED AS A SEPARATE BID ITEM ALL MATERIAL SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. SHALL .BE. CONSIDERED SUBSIDIARY TO THE ITEM IN WHICH IT IS USED. ALL NWOOO -MATERIALS AND EQUIPMENT SHALL BE BOTH FURNISHED AND INSTALLED 2. ALL PROPOSED SPOT ELEVATIONS ALONG CURB AND GUTTER ARE TO BE GUTTER UNLESS OTHERWISE NOTED, ELEVATIONS UNLESS OTHERWISE NOTED. r I 11. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE 3. GRADING LIMITS ARE FOR REFERENCE ONLY AND SHALL NOT BE USED FOR INFORMATION PROVIDED ON THESE PLANS, CONSTRUCTION STAKING, , 76 • 12. TRENCHES SHALL BE PROPERLY COVERED OR BARRICADED TO PREVENT 4. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO DEWATER THE SITE P.E.DESTRIAN OR VEHICULAR ACCESS. TRENCHES SHALL NOT BE LEFT OPEN DURING CONSTRUCTION REGARDLESS OF THE. SOURCE. ���. E cp A0. OVERNIGHT. a�co 5. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 13. THE: CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY CONTRACTOR. SHALL ALSO MATCH EXISTING CURB IN GRADE, SIZE, TYPE AND CL PROVIDER TO ADJUST OR RELOCATE AND EXISTING UTILITIES, ALIGNMENT. IF A DISCREPANCY EXISTS .BETWEEN THE ELEVATION OF THE EXISTING �....,. E PAVEMENT AND THE ACTUAL FIELD MEASUREMENTS, THE CONTRACTOR SHALL NOTIFY = , .0 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE ENGINEER IMMEDIATELY. � �, . ALL TRAFFIC CONTROL SHALL BE IMPLEMENTED PER THE CURRENT MUTCD, �.r.E �' I` C, SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE. •r '- . ' .�.,. 0 T RESPONSIBLE FOR PROTECTING THE PUBLIC.. 15, HE CONTRACTOR SHALL BE BEEN INSTALLED. z DURING CQNSTR.UCTION WHICH INCLUDES BUT IS NOT LIMITED TO, FENCING, � r s� r�� w �� BARRICADES, SIGNAGE, TRAFFIC CONTROL, ETC, �'~� . si OFCURB. �.X K 1 �. ALL CURB RADII SHOWN ARE TO THE FACE �y. . Cid 17.. ALL PAVING DIMENSIONS ARE TO THE FACE OF CURB OR TO THE EDGE OF PAVEMENT WHERE APPLICABLE, UNLESS OTHERWISE NOTED,DEMOLITION & TREE 0 18 QNT ACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL PROPERTY �} � � p�� -T C R.� N, CORNERS AND BENCHMARKS.M. _ s .. t. 041w Q ' CAP, ... -- 19. A PORTION OF THIS SITE LIES WITHIN A 100 YEAR FLOODPLAIN AS SI -TOWN _ .. � �_ DRAWN: KFU 3..y � IDII Sim . �p?,i'`�r; ON FEMA MAP 48041CD182C. CONTRACTOR SHALL NOT PLACE ANY FILL fz CHECKED: . ,:.. WITHIN' THE FLOODPLAIN UNLESS SHOWN ON THESE PLANS. ALL SPOILS. FROM . . T. UTI FLOODPLAIN VE THEI.. ... t �. EXCAVATIONS SHALL BE. STORED OUTSIDE THEAND ABO � .;`�'w ._..�-, ..�.�. .� •�-�_ SCA�.I=: A~� SI-IOwI�I ro/a,/}�"�" ,..,,,.., ..k.c. "fie ter".. -;1 ." ^ �^ ` TfJ � - .•f ^...yam. �r.�'"-Y ..�N .r��__...« lil 100 -YR BASE FLOOD ELEVATION. _I - w �.'�`. M^�:�.�..... _ DATE; NOVEMBER 16, 2ti'Itl I; ...::`: � . PQ _5T COPS PROJECT NO: 109-062 r- �.,�.T{_.. {.--•.'ma �w.'i+f^c��;M1„ni. ate.-.. _ ....Yu 9 T TI FENCING PLAN �. NTS NE SHEET C2.04- � � �...�, /,. � �-� --. _...MATCH LINE SHEET C,2,04 SCS- CLARK N ON A S S O C I A T E S © LANDSCAPE ARCHITECTURE _ IS �� � , � \�, \ S � •,,,� ,..-..,---'..' \, � it � i wls L uJ i \ \ �• \ 9Q = ---99..27 -_ .r-,-~ \ \-..-...._ ------ 1 TP=299.80' ` --�. 10401 Stella Link Road Houston, Texas 7025 -----, ,,,,,TP=300.01, - - - - ''�- ` \ \� \ <, Z7 TEE 13.74 8 1.1 14 FAX 7 13. 7 8 1.o888 � \ J TP=299.38' C' www.clarkcondon.com \ ` 29�� __ 10 27. \ \ o TP=299.67' r , \ ` �` �-- 296 TP=300.10 \� STA 11+59.00, 13.5 LT ~ �` DC7 �<? .r "Z9� .'A I PROP 4' DIA MH \ \ \ 9 -� . TP=299.59 x I RIM=299.71 `' G Zg Q� n tes TP=300.03 :�\5 c3`, .-•'' Bleyl t X, A s S o Z �x 294.70 9\ \ �•-\ STABILIZED \ ( TC=300.10. \` \ \ \ \ \ '''\x.•_295- -= . 29 S \ -- \ Project Engineering & Management CONSTRUCTION EXIT I STA 11+86.00, 13.5' LT \ TC=2C99.92' \ PROP 10' CURB INLET \M x` TP=300.35' TP=300.39' '� RIM=299.28 / \ \ 2�7 ---` --" \ --� 2g / \ 1722 BROADMOOR, STE. 210 100 NUGENT STA=10+83.92 ---- sCP/ \ BRYAN, TEXAS 77802 CONROE, STA=10+70.00 TP=299.74 FL=294.93 �, _ \ TEX S 77301 11+00 �''� `C. (979) 268-1125 PHONE (936) 441-783 PHONE STA -11+40.00 \,\ .,, �` "-.. SCS SCF ` �C' ''� \ (979) 260-3849 FAX (936) 760-3 33 FAX '�- TC -299.72 , TP=299.93\ -� ` ---"�.- -'"" ,` ��___!- -- TEXAS BOARD of PROFESSIONAL ENGINEERS: F-678 '--- 0 °I , \ SDIP �� `" ---- '"' I \ TC -299.48 TP 99.82 -297 t rF+ TC=300.26' \ i " _� Nr 1 r'� TP=299.32' TC --300.55 TP --299.28'x 0 STA=12+00.00 f \ \� w �` i! \ .STA=11+86.06 �\ TC=300.04. DAVID L. BESLY \ TC=300.37` \ �° \ I 29-� i \ ( '" . / 0 81873 � 8 i \ \ TC -299.66 STP=299.08' ssi •300 f o ��� r 1� ; � � .�\ \� --- -•-" .`\� � \ j - --..,. •6 \\�\ ,. \,.` f\ ° / _�--° � •\ tea°o "\°o"oa�ooa°a9e° 4°o°°.o-. ° -�. ,`p�i`-.-,``-`-\g� "�. \-`--��.'' - `-_:'.: --.. _ ,.,_ 1--.-..--• --' .,.._. __`. � �,' �\//...• ' TPSDi_ -`i "i (' o 1�kO0 16-2-0TP=299.55 TP_300.17 _ STA 12+37.56 TP_300.08y -299-__ TC=300.39' TP 300.08,-_ =299.2 8 ISSUE DA � 'E g° V. TC-298.93\� T= 40 TP=300.25' 300.24�. ` \ ~ - TC=300.95: I'll100% DID 05-25-2010 .� ` TC=300.47' ``� TP=299.7T �� \ TP=298.77' ,Lg9 0 Q TC=300.47 STA=15+46.93 �,•� 75 /o CD 07-09-2 10 �g 0,3 1,� 3p TC=299.22' -�' ''� 100% CID 07-30-2010 g \ O 3X \\ °o<oo;° � ° 0` `"�. STC=299.88' � ��. GRADE BREAK( TYP)00 ° << o a�e3Qp v000 `� , \ / �- ' For Review 02-02-28,12 y.. ° °' �aoofl ° ,T 299.62' -TC=300.12' TC=300.12' kp0 �.- _-- _ For Bid 05-16-2(12 01 -TP=299.91' TP 300. _ ` TC=99.59 ..� �� ( / 1 - `•STA -13+28.07 1 l TP=299.06' r STA -12+98.00; - - STA 15+00 -\ --- --` TP=299.91' TP91.'- - - -- -, I I ��STA=13+58.00` STA -13+58.00.--- \ \ i TC 300.$4' 14+00 \ $ / TC= 99.90' 10 -)TC= 3G0.84' 3p p. \ ``--r 1 f TC=300.76' 20+00 TC=300.33' f \ TC -301.38 --.., !� \ \ 01� -307 / t � TC=300.15' TC=301.38' TP -300.08' rA �.. ' \ STA=20+12.00'` TC=301.67'- --' W. a \ / \ -__ is TC -3 -301 = ""-" TC=300.93 01.46' i - -'� -- - 1 \ \ } SS TC=301.27'_ x cn \ 1SO TP-_ 300.86 \ TC -301.58'` STA=20+30.31. 00 }} "• \ l 10 SS SS M I \ TP=302.37' SS STA=20.66.11 3p2_ TC=30.87 \ __--- 1 'n TC=303.19' _ TC 302.87 --" S ` X `\ SS TC=303.1 T- r --�" \ \ \ } U) X ,� 11Ujl NOTES N-, ° s TP=302.67 CL CL ti.J 1. SEE SHEET C3.01 FOR ADDITIONAL PAVING - --� "STA=20+73.24 1 --- Cu -"" MATCH EXIST PVMT - 4- & DRAINAGE DETAILS.CU V M ------ m \ Q 2. SEE SHEET L1.01 FOR ADDITIONAL SITE DETAILS. . ".- p'S 'f i', .= MATCH LINE SHEET C2.03 -- �'� r IT ��..-` -'- ---► -MATCH LINE SHEET C2.! CCA PROJECT NO: 109-062 SH ET: � Ii c?mo I CLARK CON ON A S S O C I A T E S LANDSCAPE ARCHITE TURF 5 n 07-09. 07-3G 08-16. 05-16 "-TP-284 50TP 285.05 _1 1 _ �. _ lJ .. .:. �. .. :.. ... ... ... -.. :..::.:.... ... ::. �._..... ..T�... .:nnn..e�n7: .... t:�� _.. ... � \ / � I/\ \ I _.. 1 t l \ � �.✓ \.. 5 � � A.. .....: _.i'I - .:........�1.... �--.'.:...: �. ... .. .� .:::::/ � :.:.� :.:::: -: . :::.:: ::::: :::::::: i �. �``�- -.:: � 1'i� //�'. �� � �'.� .� ~Ji � :. Imo.{ �' � � J SHEET: O r N r 0 M M 0, 9 Mi vi SHE„ET C2.03 CLARK CCN CSN A S S 0 C I A -7 E S a LANDSCAPE ARCHITECTURE P9 3. w r V) w10401 Stella Link Road Houston, Texas 77025 =276.41 Az TEL 713.871-1414 FAX 713.871.0888 www.clarkcondon.com I 1 =1 2,78.28' Ble l & Assoc* es c' A� N Project Engineering Mana eme nt 14\ 8.54! 1722 BROADMOOR,. STE. 210 100 NUGENT BRYAN, TEXAS 77802 CONROE, TEXAS 77301 (979) 268-1125 PHONE (936) 441-7833 PHONE x0,\ 260-3849 FAX (936) 76043833 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS, F-678 OFrF 41 - - - ----- ------- 81873 % I ^� 0 / C s Fss*;0/ *6 r 14* '�,G �,' c� TP=278.82' 0 CON (J) I AL x 27 .02' 16 ISSUE DTE 100% DD 05-25-2010 75% CD 07-09-2010 100% CD 07-302010 For Permit 08-162010 For Bid 05-162012 �� 3r W w k� Z 0 CD Cu E 4-a CD 0 10 1 M > x 0 (D ty0 0 ca LL (100 > w 0 70 0 LL —J C) �I'; GRADING PLAN 4017 4 0 DRAWN: KGN Ld CHECKED: DLB Lid Cf) SCALE: 1 "=20' Ld Z DATE: 05-16-2012 CCA PROJECT NO: 109-062 SEET: C2M04 Alignment: F- mp It eater Connector Tangent Data Description PT Station Northing' Easting Start. 60+00.000 211154.697 563700.738 End: 60+58.264 211204.142 563669.919 'Parameter ... Value Parameter Valuer Length: 58.264 Course: IN 310 56'07.1837" Curve Point Data Description -Station .' Northing Easting PC: 60+58.264 211204.142 563669.919 RP: 211230.591 563712.351 PT: 60+91.636 211236,0831 563662.654 Circular Curve Data Parameter. Value • ' :• Parameter Value Delta: 38° 14'30.8304" Type: RIGHT Radius: 50 DOC: 1140 35'29.6160" Length: I 33.372 Tangent: 17.335 Mid -Ord: I2.759 External: 2.92 Chord: 32.756 Course: IN 12° 48'51.7685" Tangent Data Description PT Station Northing Easting Start: 60+91.636 211236.083 563662.654 End: 60+94.652 211239.081 563662.985 Parameter Value Parameter .:Value' Length: I 3.016 Course: IN 06° 18' 23.6467" E C>' Tangent Data T2ent Data ; PT Station Descriptioh': t o o - � Ll 211198.377 . 563361.212 End: 65+85.538 ICU 563372:982 Parameter :" - ,..Value C t/alue O 85.538 N 0 07° 54'31.9272" E 0 0 Curve Point Data 0 0 0 Description. Station ' Northing• ; tasting. PC: 65+85.538 ° IL ---- i N.,- j 0 PT: N En 211353.182 Alignment: G -Amphitheater Sulk Tangent Data T2ent Data ; PT Station Descriptioh': PTStation Northing • Easting . Start: 65+00.000 211198.377 . 563361.212 End: 65+85.538 211283.102 563372:982 Parameter :" - ,..Value ' Parameter', t/alue Length: 85.538 Course: IN 07° 54'31.9272" E Station. Curve Point Data Easting Description. Station ' Northing• ; tasting. PC: 65+85.538 211283.102 563372.982 RP: 12+37.555 211265.902 563496.794 PT: 66+64.900 211353.182 563407.31 Delta: Circular Curve Data RIGHT Parameter:: Value ;Parameter . Value Delta: 36° 22'35.9829" Type: RIGHT Radius: 125.001 DOC: 45° 50'09.9869" Length: I 79.362 Tangent: 41.07 Mid -Ord: 6.246 External: 6.574 Chord: 78.036 Course: N 26° 05' 50.0147" E 563277.622 ;Tangent_Qata , 210792.825 Description PTStation Northing : ;fasting Start: 66+64.900 211353.182 563407.31 End: 67+21.790 211394.06 563446,876 Parameter - Value Parameter -Value . Alignment: A -Wolf Pen Parking Tangent Data Description .: ; PT Station Northing Easting ' Start; 10+00.000 210599.234 563052.214 End: 10+93.278 210632.723 563139.273 Parameter 1%alue' Parameter Value Length: 93.278 Course: N 68° 57'34.1262" E Curve Point Data Description Station. Northing Easting PC: 10+93.278 210632.723 563139.273 RP: 756 563167.038 21Mail 210494.333 563197.751 PCC: 12+37.555 210621.581 563277.622 Circular Curve Data Parameter ,: Value Parameter Value - Delta: 550 01' 20.5537" Type: RIGHT Radius: 150.239 DOC: 380 08' 11.3899" Length: 144.277 Tangent: 78.247 Mid -Ord: 16.989 External: 19.155 Chord: 138.797 Course: IS 85° 23' 44.2783" E Curve Point Data Descri tion -Station.. Northing Easting PCC; 12+37.555 210621.581 563277.622 RP: 210792.825 563380.495 PCC: 15+47.933 210687.038 563549.95 Circular Curve Data Parameter. Value- Parameter Value Delta: 89° 01' 12.1456" Type: LEFT Radius: 199.768 DOC: 28° 40' 52.3827" Length: 310.377 Tangent: 196.38 Mid -Ord: 57.308 External: 80.361 Chord: 280.088 Course: N 76° 29'05.9765" E Curve Point Data Description .. S.tation" ° '" Northing Easting PCC: 15+47.933 210687.038 563549.954 RP: Type: I LEFT 210575.844 563716.349 PT: 18+90.665 210724.859 563849.937 Circular Curve Data Parameter .'': , Value Parameter Value Delta: 98° 07' 20.3110" Type: RIGHT Radius: 200.129 DOC: 280 37'46.1061" Length: 342.732 Tangent: 230.719 Mid -Ord: 68.994 External: 105.293 Chord: 302.358 Course: N 820 4851.1465" E Tangent Data .Description. > . PTStation ,;; - Northing Easting Start:1$+90.665 210724.859 563849.937 End: 19+66.674 210674.122 563906.5 :Parameter Value.. Parameter Value Length: 76.0091 Course: I S 48° 07' 28.6981" E Alignment: E -Operations Connector Tangent Data Descri 'tion PTStation• Northing Eason Start: 55+00.000 211064.562 563631.681 End: 55+07.829 211072.255 563633.132 ---Parameter 1Value Parameter Value. Length: 7.829 Course: N 10° 40' 36.7893" E Curve Point Data Description Station . Northing Fastin' PC: 55+07.829 211072.255 563633.132 R P : SStart:' 46+99.588 211053.728 563731.401 PT: 55+83.617 1 211134.7321 563672.764 Circular Curve Data Parameter Value' Parameter Value Delta: 430 25'23.6882" Type: RIGHT Radius: 100 DOC: 57° 17'44'W80" Length: 75.788 Tangent: 39.818 Mid -Ord: 7.094 External: 7.636 Chord: 73.987 Course: N 320 23'18.6334" E Tangent Data Description PTStation Northing Easting Start: 55+83.617 211134.732 563672.764 End: 56+10.781 211150.661 563694.768 Parameter. Value Parameter Value - Length: 27.165 Course: I N 54° 06'00.4775" E Curve Point Data Description Station Northin 'Easting PC: 56+10:781 211150.661 563694.768 RP: 211069.905 563753.718 PCC: 56+17.989 211154.6971 563700.738 Circular'Curve Data Parameter • Value Parameter Value Delta: 04° 07'50.6072" Type: RIGHT Radius: 99.983 DOC: 570 18'20.3483" Length: 7.208 Tangent: 3.606 Mid -Ord: 0.065 External: 0.065 Chord:L 7.207 Course: N 550 56'11.5172" E Curve Point Data L:LDescription, . , .Station Northing Easting PCC: 56+17.989 211154.697 563700.738 RP: RIGHT 211069.309 563752.811 PCC: 57+35.693 .. 211150.167 S63811.67 Circular Curve Data Parameter :Value• .. Parameter Value Delta: 670 25'47.4268" Type: RIGHT Radius: 100.014 DOC: 570 17'16.0927" Length: 117.704 Tangent: 66.739 Mid -Ord: 16.8211 External: 20.223 Chord: 111.028 Course: S 87° 39'41.1384" E Curve Point Data :.'Description Station . Northing Eastin PCC: 57+35.693 211150.167 563811.674 RP; 211178.462 563832.27 PT: 57+72.733 211146.634 563846.832 Ci rcu lar Cu rve Data Parameter Value Parameter Value Delta: 60°.38' 05.3048." Type: LEFT Radius: 35 DOC: 1630 42'08.0229" Length: 37.04 Tangent: 20.467 Mid -Ord: 4.787 External: 5.545 Chord: 35.335 Course: IS 84° 15' 41.2995" E Alignment: j idev► 01k oop� Tang nt Data Description PIT Station No hi Easting Start: 40+00.000 2.068 57 563186.267 End: 40+23.796 21,6710�1366 563186.303 Parameter Value Paralet r Value Length: 23.7,91 i Coursei III N 00° 05'08.6212" E Curve Dint D46 III Description Station I Noi hir Easting PC: 40+23.796 1 2 )7101!3661 563186.303 RP: .o 21'710,5451 563066.303 PCC: 40+92.916 756 563167.038 21Mail Circular urve D Parameter Value Parameter Value Delta:. 33° 00' 09.4936"I Type: LEFT Radius: 12 DOC: I ( 11 47° 4447.3400" Length: 69.12 1§6go t: (, 35.549 Mid -Ord: 4.94 Extern,l: 5.155 Chord: 68.1631coursEi N 16° 24' 56.1256" Curve11oint Dada (' Description Station Noohing _ Easting PCC: 40+92.916 210775!756 563167.038 RP: 210840.967 563267.773 PCC: 42+56.791 210926:303 563183.407 Circula, Curve Data 1i Parameter Value Parameter Value Delta: 78° 14'39.99,51-11 Type: i'RIGHT Radius: 1 DOC: i I I; 47° 44' 47.3400" Length: 163.8 Tartge{t: �', 97.599 Mid -Ord: 26. External: 1' _ 34.679 Chord: 151.4 Course: I IN 060 12' 19.1251" E Curve Point Daia Description Station I No} hing Easting PCC: 42+56.791 210926.303 563183.407 RP: {v 21. 068...531 563042.796 PCC: 44+31.988 211083,485 563242.076 Circula Curve Ciata (' Parameter Value I I Parameter Value Delta: 50° 11'24.9979'1 Type: I LEFT Radius: 2 DOC: 28° 38'52.4040" Length: 175.1 Tango t: 93.666 Mid -Ord: 18.81 l: j 20.847 External: Chord: 169. Caurs : N 20° 13' 56.6237" E Curve :Ioini Dara Description Station ' No hi In Easting PCC: 44+31.988 2.#08$.485 563242.076 RP: 2k094.385 563346.698 PT: 46+99.588 21,.160.236 563428.482 �C,rcula Curve [data Parameter Value I' parameter Value Delta: 1460 01'20.239 " Type: RIGHT Radius: 1 DOC: 54° 34' 02.6743" Length: 267 Ta6genj t: j 343.679 Mid -Ord: 74.3` Ext ibl: 254.361 Chord: 200.8" Course: ( N 68° 08'54.244Z' E Tan nt Data Description PT Station Nothing Easting SStart:' 46+99.588 2111160.236 563428.482 47+43.256 1 1 2JI1126.2231 563455.869 Parameter, Value I para'met' r Value Length: 43.669 Course: IS 38° 50' 25.6363" E Cu elPointDa a (; Description Station I I Noithing I Easting PC: 47+43.256 2ill2(.2231 563455.869 RP: 2122 .296 563572.703 PT: 48+66.657 21107.666 563562.178 Circulali Curve Qatal Parameter Value j Par4me , r Value Delta: 47° 08'08.563%' Type: LEFT Radius: 1 0 DOC: I 38° 11'49.8720" Length: 123.44 1.1 Tang nt: 111 65.433 Mid -Ord: 12.5 2 Exter I L 13.651 Chord: 119. S Course: 111 S 62° 24'29 .9182" E Tan ent Data Description PT Station', Nc ithir g Easting Start: 48+66.657 2107 .666 563552.178 End: 49+15.56421106.234 I 563610.964 Parameter Value Parame � r Value Length: 48.19'.17 Course: IS 85° 58' 34.2002" E CurvE Point Data Description Station N �thir 'g Easting PC: 49+15.564 21N 106' .234 563610.964 RP: 210887.678 563598.333 PT: 52+22.996 210850.615 563774.476 Circe l Curve Data Parameter Value I Parame#er Value Delta: 97° 51` 30.8806" Type:) j RIGHT Radius: 1 DOC. i I �' 31° 49'51.5600" Length: 3071,4 2 Tangent: 206.551 Mid -Ord: 1 611712P I' 93.977 Chord: I 2711, Course: I IS 37° 02'48.7599" E Tan rent.DaCa ( _ Description PT Station) I Northing _ Easting Start: 52+22.996 210850.615 - 563774.476 End: 52+66.875 210807.719 563765.243 Parameter Value ParameXer Value Length: 43'.8 9 Course: (' S 12° 08'48.5811" W Temporary ienchrin,arkS Benchmark Description Elevagbn ( Northing Easting 1 Top Nut of Fire Hydrant 30588 ( 210313.564 563488.882 2 Top Nut of Fire Hydrant 27547 1211353.4063 5640180.42 -Y( CLARK COIN ON CO.) A S S 0 C I A T E S LANDSCAPE ARCHITECTURE 10401 Stella Link Road Houston, Texas 7025 TEL 713.871.1414 FAX 713.871.o888 www.clarkcondon.com Bleyl & Associates Project Engineering & Management 1722 BROADMOOR, STE. 210 100 NUGENT BRYAN, TEXAS 77802 CONROE, TEX 'S 77301 979 268-1125 PHONE (936) 441-783 PHONE 979 260-3849 FAX (936) 760-333 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS: F-678 ISSUE DATE I 100% DID 05-25-2010 75% CID 07-09-2010 W 100% CD 07-30-2010 For Review 02-02-2012 For Bid 05-1:6-2 12 i HORIZONTAL ALIGNM ANTS DRAWN: KGN CHECKED: DLB -.... - SCALE:' 1 "60' DATE: 05-16-2012 CCA PROJECT NO: 109-062 W W 4-+0 C .o E ICU J U) X W'CL (L E (D C: a LL i CUQ o- O � CIOU U) 0 Q � � {v LL ..J U U HORIZONTAL ALIGNM ANTS DRAWN: KGN CHECKED: DLB -.... - SCALE:' 1 "60' DATE: 05-16-2012 CCA PROJECT NO: 109-062 -1 - -MATCH LINE SHEET 3.0$ PROP CONC HEADWALL NOTES 50 LONE STAR t ENDWALL WITH WINGS (0� 00) 1. ALL DIMENSIONS :RAMI TO BACK OF CURB y GAS EASEMENT VOL. 69, PG. 653 2. AMBULATORY RAM Af�E SHOWN SYMBOLICALLY. RELEASE RECORDS SEE BCS UNITED IDEWAL ETAILS FOR CLARK CON O N CONSTRUCTION. 3. SEE SHEET C3.06 C3. 7 FOR DRAINIAGE G A$ S O C A E S y I ALIGNMENT: D -SIDEWALK LOOP PROFILES & DETAI S N i 4. IRRIGATION LINES!i RE KNOWN[ TO .EXIST ON � LANDSCAPE ARCHIT CTURE I APPROXIMATE PROP 10 THIS SITE, THE C TRAC R ;SHALL LOCATE ALL v --- -- MATCH LINE SHEET C3.03 — --- —7— / 0 v / ALIGNMENT: w PROP 1" WATER D=SIDEWALK LOOP wSERVICE w z / J U F- < tE3' BI�G- SEE NOTE 3 SHEET E1.00 / PROP 8" PVC WATER LINE PROP 2 WATER SEE SHEETS C4.01 & C4.02 SERVICE ... PROP STORM MANHOLE '''--''PROP 10' SIDEWALK PROP 18" RCP Q n 1— ' —MATCH LINE SHEET C3.0 j NOTES 1. ALL DIMENSIONS & RADII 10 BACK OF CURB / \ 2. AMBULATORY RAMP ARE HOWN SYMBOLICALLY. F1 I \ SEE BCS UNITED S EWAL ! DETAILS FOR CLARK CON O N § CONSTRUCTION. 3. SEE SHEET C3.06, CIO FOR DRAINAGE G A S S O C IA T E S PROFILES & DETAIL \ yy \ \ 4. IRRIGATION LINES AlE ISN N TO EXIST ON LANDSCAPE ARCHITECTURE THIS SITE, THE CO TRACT R SHALL LOCATE ALL / EXISTING IRRIGATIO LINES AND ADJUST AS y NECESSARY FOR C NSTRU TIO . CONTRACTOR IS RESPONSIBLE FORT, ANYIREPAIRS DUE TO PROP 10' \ EXIST 8" SAN \ \ CONSTRUCTION ACT ITIES. 10401 Stella Link Road Houston, Texas 77025 SWR LINE 5. SEE SHEET C3 06, 1 OR JOINT DETAILS. SIDEWALK TEL 713.871.414 FAX 713.871.0888 \ \ 6. MATCH SIDEWALK A D P IEME T JOINTS WHEN / www.clarkcondon.com / SIDEWALK IS ADJAC NT TO CU B. yy Bleyl & Associ tes N \ Project Engineering & Management PROP CONC HEADWALL & SOS \ g ENDWALL W/ WINGS (D-00) \ / \ 1722 BROADMOOR, STE. 210 100 NUGENT /z BRYAN, TEXAS 77802 CONROE, TE AS 77301 979 268-1125 PHONE (936) 441-78.53 PHONE 9793 260-3849 FAX (936) 760-3833 FAX 55 TEXAS BOARD of PROFESSIONAL ENGINEERS F-678 PROP 24" RCP / \ BESLY 81873 I( MATCH LINE INSET „A" i - NOTES 1. SEE SHEET C3.06 & C3.07 FOR DRAINAGE '----- SS PROFILES &DETAILS Q �' 2. CONNECTION POINT [=OR 5/8" WATER SERVICE CLARK CON 4N SS SS TO BE PROVIDED BY COCS PARD. EXIST CHAIN -- SS _-3. IRRIGATION LINES ARE KNOWN TO EXIST ON LINK FENCE G A S S O C I A E S i THIS SITE, THE CONTRACTOR SHALL LOCATE ALL LANDSCAPE A R C H I T E TUR E oEXISTING IRRIGATION LINES AND ADJUST AS EXIST 10 CONC EXIST 18" SAN NECESSARY FOR CONSTRUCTION. CONTRACTOR IS SIDEWALK/BIKEWAY SWR LINE RESPONSIBLE FOR ANY REPAIRS DUE TO w CONSTRUCTION ACTIVITIES. ` -- --- - — -- SEE NOTE 2 10401 Stella Link Road . Houston, Texas 77025 w ----- — SEE DE A SH 3.05 5 TEL 713.871.1414 FAX 713.871.0888 _z ----- I -' PROP HEADWALL &ENDWALL — E1XIS RESTROOM www.clarkcondon.com W/ WING WALLS (D-00) EUIL ING Q E \ 15' SEWER EASEMENT 4 PROP 5/8" �\ \ VOL. 305, PG. 228 / k22 ISOLATION VALVE Ble PROP 5/8 I & Associ tes WATER SERVICE �� PROP HEADWALL & ENDWALL O _.._ W/ WING WALLS (D-00) 01 \\ REMOVE EXIST 12" g' g �' Pro'ect En zneerin & Mana ment �. HDPE CULVERT REMOVE EXIST 12"1722 BROADMOOR, STE. 210 10 NUGENT CMP CULVERT BRYAN, TEXAS 77802 CONROE, TEXAS 77301 EXIST 10' CONC PROP 12" HDPE PROP 2 979 268-1125 PHONE (936) 441-78,3 PHONE \� \ EX S i \ HDPE 979 260-3849 260-3849 FAX (936) 760-3833 FAX SIDEWALK/BIKEWAY \ o TEXAS BOARD of PROFESSIONAL ENGINEERS: F-678 ALIGNMENT: v G-AMPHITHEATER SIDEWALK PROP HEADWALL & WATER3LINE ENDWALL W/ WING " PROP 10 :••''•.....••• WALLS (D-00) E o F r \ EXIST 15 VCT SAN SWR LINE _ MAY BE OUT OF SERVICE �\ SIDEWALK �� EXIST 18'j SAN*�••' �'• *i� ( ) SWR LINE SEE DETAIL A SH 3.05 0 20 40 60 PROP HEADWALL & ENDWALL•, W/ WING WALLS (D-00) .� DAVID L. BESLY� 81873 1,2- SS � ♦ \\ � 60+94.65 MATCH LINE SHEET C3.04 MATCH INE T IS SHEELI T ,�1 F•'': EN�;�••����,i, skv io 1 , , INSET "A,. i ��.::�.• EXIST ELECTRICAL EQUIPMENT ON PADS � W D , TE W ISSUE EXIST CHAIN LINK FENCE ss � 100% bD 05-25-2010 _ 75% CD 07-09 010 ALIGNMENT. F-AMPHITHEATER CONNECTOR SS 100% CD 07=30 010 PROP HEAD+N.ALL. & ENDWALL \ 010 W WING WALLS D-00 PROP 10 .` For Permit 08-16 SIDEWALK \ For Bid 05-16 012 A #� Addendum 4 06-142012 PROP 12 ss HDPE R10' Q R10 ALIGNMENT: E-OPERATIONS CONNECTOR \ / �x0 SS STATION=60+00.00 F STATION=56+18.00 E S) a�-- REMOVE 75 LF CHAIN LINK FENCE\ I / PROP 10' SIDEWALK \ �� PROP 10' EXIST EXERCISE EQUIPMENTSS SIDEWALK - SEE DETAIL A SH 3.05 o O / �. UJ 49X PROP HEADWALL & ENDWALL 00 R10 W WING WALLS D-00 I' C 0 / C ) / EXISTING OPEN / PAVILLION R10' O / cu 57+73 / Z �" X � v / W CL STATION=49+36.47 D o 0 STATION=55+00.00 E O / / 0O O i O EXIST PARK / yy / um ca v tt0�� � 0 O OPERATIONS BUILDINGS / jf a. V ((S V `�' v o / > cn v, vi o N x0 . ._ / +� v O / o EXIST STEEL PICKET yy U V FENCE ON CONC FOOTING .� _� LAN PAVING &DRAINAGE L _ O - / 3 C� F 4 CU I ALIGNMENT: Q o D-SIDEWALK LOOP / DRAWN: KGN 3 CHECKED: DLB N _ SCALE: 1 "=20' o SEE NOTE 3 SHEET E1.00 C DATE: 05-16-2012 O CCA PROJECT NO: 109-062 o N Q PROP 1 WATER i . SERVICE y5 S EET. r.� CD / \ �CLo 0 20 40 60 yy \ LO / N —�---- LINE SHEET C3.02— —MATCH LINE SHEET 3.02 MATCH o N d' t0 I cs. s x CLARK CON 0 G A S S O C I A T E S PROP 10' SIDEWALK C) LANDSCAPE ARCHITECTURE r<i v F - w Li PROP 5/8" WATER SERVICE w 10401 Stella Link Road Houston, Texas 77025 \' TEL 1 8 1.44 73.7- 1 1 FAX 1 8 0888 \ � 73. 7 ss _ www.clarkcondon.com i, Bleyl & Associ te, o' - Project Engineering & Management �.-- P OP DRINKING F UNTAIN 1722 BROADMOOR, STE. 210 100 NUGENT BRYAN, TEXAS 77802 CONROE, TEXAS 77301 �979 268-1125 PHONE (936) 441-78 3 PHONE 979� 260-3849 FAX (936) 760-3833 FAX TEXAS BOARD of PROFESSIONAL ENGINEERS: F-678 B �� ,� ••.......•F.� •': ,�� DAVID -- BESLY I�z 81873 .•w 10 CENS'.t N-0o. t1 i PIJOP 10' SI )EWALK i ISSUE DTE i 100% DID 05-25-2010 i 75% CID 07-109-2010 I 100% CD 07-30-2010 For Permit 08-16-2010 For Bid 05-16-2012 i Addict Addendum 4 06-14-2012 i UJ CY= i i II E.�-.+ cn Z >Cn x UJ ° °' �' CL E o Ulm CL a�cu o a) N'~ 0 LL J PAVING& DRAINAGE LAN 4 OF 4 0 DRAWN: KGN w CHECKED: DLB w vzi SCALE: 1 "=20' z DATE: 05-16-2012 _ CCA PROJECT NO: 109-062 F- S EET: C3043.01 0 I I VARIES 2' 2' VARIES PARK EXTERIOR FESTIVAL SET UP CLARK C O N O N LAN FOR SEE GRADING PLAN VARIES 2' ALIGNMENT D 40' VA IES G A S S O C I A T E S SEE GRADING P FOR ADDITIONAL ADDITIONAL DETAILS 10' DETAILS SEE GRADING PLAN FOR SEE GRADING P FOR ADDITIONAL ADDITIONAL DETAILS 10' PATH 1 2 DETAILS LANDSCAPE ARCHITE TUBE I o o� 0 0 o o 2% 2% 2% 2% 2% NG r -- ;. 4:1 NG 5.l M 10401 Stella Link Road Houston, Texas 7025 _. - `,: �.� 1 FAX 713.871-0888 j - — TEL 1 .8 7 •1 7 3 Fi• .> G 3 44 r• "lA i, eJn 4•� 1 V, M ..-- • 1 •1 V, www.cfdrkcondon.com NG , __ - -- 6" CONCRETE • - - . - 6" CONCRETE PAVEMENT PAVEMENT ' 6" LIME TREATED 6" LIME TREATED SUBGRADE SUBGRADE Bleyl 8c Associate, LOOP PATH CONNECTOR PATH Project Engineering & Management TYPICAL SECTION I� TYPICAL SECTION n * * (ALIGNMENT V 1722 BROADMOOR, STE. 210 100, NUGENT ALI V N M E NT E F G l BRYAN, .TEXAS 77802 CONROE, TEXAS 77301 ( 979 268_1125 PHONE (936) 441-7833 PHONE NOT TO SCALE �979� 260-3849 FAX (936) 760-1-5833 FAX NOT TO SCALE ( TEXAS BOARD of PROFESSIONAL .ENGINEERS: F-678 .4 o r E co 4 24' BC -BC DRIVEWAY j RIDS DAVID L. BESLY � VARIES i SEE GRADING PLAN FOR SEE GRADIN PLAN FOR o ••. o.�•`� o �' 81873 ci ADDITIONL DE1_AILS .h�C s� 4161 R� ADDITIONAL DETAILS ALIGNMENT A FS-..--;•.,.••�� 2 1 12 12' 02 Seo NAL ;�.�� G•�� �. �� 10, 1, �► N N ( f 2% 6" MONO CURB 6" MONO CURB 2% ISSUE E DATE 4 e; M i' ' 1 •1 r Qr• • :.r 20 e: °t _- _ -- __ -_-- NG - -t- -- - _.__.-- 2 2 i 100% DD 05-25-:2010 EXISTING SIDEWALK 6" LIME TREATED 6" CONCRETE PAVEMENT � i SUBGRADE 75% CID 07-09-:2010 NOTE: DOWL INTO EXISTING SIDEWALK & MATCH EXISTING I JOINTS WITH 3 BARS 1870.C. 100°!o CD 07-30-:2010 PAVING TYPICAL SECTION For Permit a8-16- 010 (ALIGNMENT B For Bid a5-16-' 012 DETAIL A NOT TO SCALE �- ! NOT TO SCALE � VARIES VARIES VARIABLE 15' TO 40' 10' SIDEWALK 18.5 PARKING 23 GUTTER FL—GUTTER .�. DRIVEWAY 18.5 f ARKING SEE GRADING SEE GRADING PLAN SEE GRADING PLAN FOR PLAN FOR FOR ADDITIONAL ADDITIONAL DETAILS ADDITIONAL DETAILS DETAILS ALIGNMENT A 2 1 5• 5r ,� 11.5 11.5' O 6 MONO _ _ CURB (TYP) 3% 5%Mr _ r - Nt ..UJ — --tea .T• .a i. it 5• - a t T C' d , f• a T AX UJ s'1 2 t NG 1 � •o 6" LIME TREATED 2 6" CONCRETE 6„ CONCRETE PAVEMENT SUBGRADE -#-+ E cc PAVEMENT 6 LIME TREATED X SUBGRADE - PAVING TYPICAL ~ SECTION WITH PARKING (ALIGNMENT A) um NOT TO SCALE Lr) ca 0 C (CS - O O O ..1 VARIES 2' 10' SIDEWALK .18' - 24' BC -BC DRIVEWAY 8' VARIES a� SEE GRADING SEE GRADING PLAN FOR PLAN FOR PAVING DETAILS ,a? 2% USUAL ALIGNMENT A ADDITIONAL (USUAL) 12, 0 i(� ADDITIONAL 12 �`J DETAILS DETAILS _ 6" MONO 5% USUAL � I 3% a� �)I �� DRAWN: KGN n. 2% CURB (TYP) 3% NG ! 4'� o NOTES: 2% •. CHECKED: DL13 .rr• Vii: '; c• f �. . - y:• i r2 ., . LE: 1 0 X CA BOC. o P 4- S F eo E FROM A STARTING CED 2 ST LL B E PLACED M SOD � :• N :� SHALL E NYD ROMU LCHE �' d AREAS =t REMAINING DISTURBED EA MA! I `;''. -16-2012 o 6 CONCRETE PAVEMENT 1 2 DATE: 05 C) 1 j 0 6" LIME TREATED CCA PROJECT NO: 109-062 6" LIME TREATED 2' C) SUBGRADE 6" CONCRETE PAVEMENT SUBGRADE t -- N SHEET: PAVING TYPICAL SECTION (ALIGNMENT A) NOT TO SCALE .N � i C3 e N N0) 'I LO I' I ACRESsmooth N"-MtACOL, DR A004601. M RECTOR (ICL)5 TRACT 64mi PARK QC[sy c pill nest �o 0.1 0.05 0 0.1 Miles GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. THE PROPERTY IS PARTIALLY LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN MAP #48041 C0144 C i \ \ ♦® O .® � 7X X - '\ S C / • •e L i \ #4r\ I I i I I I I e♦ \ II I I � � i II � � ♦ \ \�. o II II II � i I i � � ®♦ \ II I � I I� � ! ♦ ; \ OJ o. I44 ♦ ■ I I I ®. ♦o♦REPLACE EXI PLAYG ROU t ' NEW P LAYG (\\E)B.10 1 \ I II II I � \ • II I ■ II \1 ! I I I 11 ■ i I I ! I I I I JJ I II ! II I I I I � O I I I c� \ LLJ _ C W - X - -�- X xX X_- I � P-1 , I, � I I o I I I i � t I , \ - moi------------------_ —_.-. �'-- 1 --�E---1 � ---------- ---- �X (E) ELECT,! 11 L I BOX '■I I 1 I 1 I 1 1 • I --------------------- I t i ■ 1 \ x I 1 1 C I 1 ---- - x 1 TR A \ S I i ____ 1 1 ACRESsmooth N"-MtACOL, DR A004601. M RECTOR (ICL)5 TRACT 64mi PARK QC[sy c pill nest �o 0.1 0.05 0 0.1 Miles GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. THE PROPERTY IS PARTIALLY LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN MAP #48041 C0144 C i \ \ ♦® O .® � 7X X - '\ S C / • •e L i \ #4r\ I I i I I I I e♦ \ II I I � � i II � � ♦ \ \�. o II II II � i I i � � ®♦ \ II I � I I� � ! ♦ ; \ OJ o. I44 ♦ ■ I I I ®. ♦o♦REPLACE EXI PLAYG ROU t ' NEW P LAYG (\\E)B.10 1 \ I II II I � \ • II I ■ II \1 ! I I I 11 ■ i I I ! I I I I JJ I II ! II I I I I � O I I I c� \ LLJ _ C W - X - -�- X xX X_- I � P-1 , I, � I I o I I I i � t I , \ - I / D 0�.►I � i / ,-------------- 96--- i A \ r \\ ------------------- ----- / \ \ o ■ o— ---- - — -- \ 1 � t1 � � ■ � 1 I . 24 DATE: AUG.2p10 PROJECT MAN GEF+ DAVID WO D (979) 764-38 8 REVISIONS: SHEET: 10) L& I \ X 1 1 I \ I X \ X \ \ I / D 0�.►I � i / ,-------------- 96--- i A \ r \\ ------------------- ----- / \ \ o ■ o— ---- - — -- \ 1 � t1 � � ■ � 1 I . 24 DATE: AUG.2p10 PROJECT MAN GEF+ DAVID WO D (979) 764-38 8 REVISIONS: SHEET: 10) L&