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Home My WebLink About14-181v 326- 327 NI ,� "TOP BERM = 327.25' 327 / �1Y 1 6' CONCRETE COMMON CHANNEL AREA ` 1 326 326-:::: Z77 �'I tib /325- 326�� 4 co OLo- b -** �325- \ 6' CONCRETE CHANNEL 1 CONCRETE / o CONCF 4 CONCRETE F FLUME ' r A, B CHANNEL C n FLUME A B C 325 325 326 326 327 327 I DETENTI POND 1 ' Eo \ / I I 'I Io M I I TOP OF BERM = 327.25' I , I a ro �N M 10I(� / N M 11 1 W M 0O 1 FL IN = 323.50 I , O CONCRETE SLOPED END N f SPILLWAY FLOW TREATMENT 326 X327 20' �' 1 yILI TOP OF BERM = 327.25' 6' i i / i i ! BACKFILL CLEAN, EXCAVATED MATERIAL BACKFILL I / - v D PLAN ____---- - v' V. _ 20 End Station M-----32 9 10 0 SCALE IN FEET •D~ P End Northing End Easting ` 0+00.00 0+07.12 / N58' 43' 51 "E 10192437. °oo°o D• 326 326 326 ��- 3560395.64 0+07.12 0+73.29 '0��.11 N 3560395.64 10192490.12 3560440.14 L17 325 325 325 1+25.11 D N42' 05' 11 "E 10192490.2 COMPACTED CEMENT STAB[ - 1VJ POND 1 PIPE D .. V v". �•y_ ® '� D v -'v .v _ v. -DV.. D .- .' D .0 v 5" HDPE PIPE 7%'0 3560474.87 4 • M PIPE -).64X •. .. • - V- D - ® v > v _ D ; . LF ® 0.50% v• D .. v O.D. LIFTS INTO PLACE, TO FILL y' M V - - v v , THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM o �_�CONCRETE Fl OUT = 323.20 320 / 12` MINIMUM BEDDING AND TRENCH BACKFILL SLOPED END STORM V N.T.S. M TREATMENI• •v • N M I 0 p _j P V .D' v 326- 327 NI ,� "TOP BERM = 327.25' 327 / �1Y 1 6' CONCRETE COMMON CHANNEL AREA ` 1 326 326-:::: Z77 �'I tib /325- 326�� 4 co OLo- b -** �325- \ 6' CONCRETE CHANNEL 1 CONCRETE / o CONCF 4 CONCRETE F FLUME ' r A, B CHANNEL C n FLUME A B C 325 325 326 326 327 327 I DETENTI POND 1 ' Eo \ / I I 'I Io M I I TOP OF BERM = 327.25' I , I a ro �N M 10I(� / N M 11 1 W M 0O 1 FL IN = 323.50 I , O CONCRETE SLOPED END N f SPILLWAY FLOW TREATMENT 326 X327 20' �' 1 yILI -324 - 324 l _ -324- ST ST 'J -324 324- - rr \ `_ _325- -325- - / -325- - , 100 YR PLUGGED W.S. ELEV =326.08' 4 20' 4 TOP OF POND 327.25' ELEV=325.86' POND OVERFLOW SPILLWAY 18" min POND BOTTOM DRAINAGE CHANNEL TYPICAL SECTION N.T.S ROCK PRAIRIE ROAD TOP OF BERM ELEV=327.25' 1-'- 8' --"I 1 11 TYPICAL POND BERM DETAIL EXTERIOR WALLS #4 BARS @ 12" O.C.E.W. EXTERIOR FACE #5 BARS @12"O. C. VERTICAL INTERIOR FACE #4 BARS @ 12" O.C. HORIZONTAL INTERIOR FAC EXISTING GROUND TIE-IN i RIES - 6" MINIMUM _ MAXIMUM #4 Corner Bars Doweled into Concrete Apron TOP TOP MAT #4 BARS @ 12" O.C.E.W. ' E --voweJ UUKNEK MAKS BOTTOM MAT #4 BARS @ 12" LONGITUDINAL @ 12"O.C. #5 BARS @ 12" TRANSVERSE --6- SEE PLAN MEW 6-� PROPOSED GRADE BOX CULVERT SECTION �� BOX CULVERT & ROAD SECTION D -D � T- _ -- - - _ OR- WALLS- D -D _ - 6 ._... N. T� S. - - SS 17- EXISTING GRADE 18" TOE DOWN #3 BARS ® 12" O.C.E.W. (ALSO AT FLUME ENDS) l 5' ; CONCRETE CHANNEL CROSS SECTION A -A 28 -DAY CONCRETE STRENGTH µTs, = 3000 PSI S" SEE PLAN VIEW 6"� PROPOSED GRADE I VARIES 18` TOE DOWN (ALSO AT FLUME ENDS) BARS ® 12" O.C.E.W. 5' Lae r i CONCRETE CHANNEL CROSS SECTION B_B NTS. 2' 6" 18" TOE DOWN ) I ° �_ BARS ®12` O.C.E.W.( ALSO AT FLUME ENDSI -o �I 4' 1 r "1 CONCRETE CHANNEL CROSS SECTION C_C NTS. • #4 BARS @ 12 O.C.E.W. B EXTERIOR FACE #5 BARS @ 12 " O.C. VERTICAL INTERIOR FACE 4 CORNER BARS #4 BARS @ 12" O.C. `�` 8" @ 12" O.C. CORNER BARS _ HORIZONTAL INTERIOR FACE - 1L i--w"wi IVVIIVr_\L- #5 BARS @ 12" TRANSVERSE chu,ltz'Engineenng, 2730 Longmire, Suite A g , College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-295 JULY 2014 i r :T A S. ZIOR WALL TOP OF RM F BOX CULVERT S.E.T. F N.T.S. 0.5' TOP OF BERM = 327.25' 6' i i / i i ! BACKFILL CLEAN, EXCAVATED MATERIAL BACKFILL I / CULVERT 300_ PLAN ____---- - / i / / / /15'x24" - - - - _I I _ BOXCULVERT J60.0, LF End Station M-----32 Une/Chord Direction Start Northing F Start Easting End Northing End Easting ` 0+00.00 0+07.12 / N58' 43' 51 "E 10192437. °oo°o D• 326 326 326 ��- 3560395.64 0+07.12 0+73.29 W 1 W-12 w -1z w 1 1 w-12 w-12 w-72 w-12 w-12 w-12 w-12 w-tz w-12 w-12 w-12 w -1z w-12 w-12 -(w-1z w-12 -12 . W-12 w-12 w 2 3560395.64 10192490.12 3560440.14 L17 325 325 325 1+25.11 51.82 N42' 05' 11 "E 10192490.2 COMPACTED CEMENT STAB[ - 3560440.14 POND 1 PIPE D .. V v". �•y_ ® '� D v -'v .v _ v. -DV.. D .- .' D .0 v 5" HDPE PIPE 7%'0 3560474.87 UZED SAND, 1� SACK/CY, M PIPE -).64X •. .. • - V- D - ® v > v _ D ; . LF ® 0.50% v• D .. v O.D. LIFTS INTO PLACE, TO FILL y' M V - - v v , THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM o �_�CONCRETE Fl OUT = 323.20 320 / 12` MINIMUM BEDDING AND TRENCH BACKFILL SLOPED END STORM PIPE N.T.S. _ • FL OUT = 324.09 TREATMENI• 0 -324 - 324 l _ -324- ST ST 'J -324 324- - rr \ `_ _325- -325- - / -325- - , 100 YR PLUGGED W.S. ELEV =326.08' 4 20' 4 TOP OF POND 327.25' ELEV=325.86' POND OVERFLOW SPILLWAY 18" min POND BOTTOM DRAINAGE CHANNEL TYPICAL SECTION N.T.S ROCK PRAIRIE ROAD TOP OF BERM ELEV=327.25' 1-'- 8' --"I 1 11 TYPICAL POND BERM DETAIL EXTERIOR WALLS #4 BARS @ 12" O.C.E.W. EXTERIOR FACE #5 BARS @12"O. C. VERTICAL INTERIOR FACE #4 BARS @ 12" O.C. HORIZONTAL INTERIOR FAC EXISTING GROUND TIE-IN i RIES - 6" MINIMUM _ MAXIMUM #4 Corner Bars Doweled into Concrete Apron TOP TOP MAT #4 BARS @ 12" O.C.E.W. ' E --voweJ UUKNEK MAKS BOTTOM MAT #4 BARS @ 12" LONGITUDINAL @ 12"O.C. #5 BARS @ 12" TRANSVERSE --6- SEE PLAN MEW 6-� PROPOSED GRADE BOX CULVERT SECTION �� BOX CULVERT & ROAD SECTION D -D � T- _ -- - - _ OR- WALLS- D -D _ - 6 ._... N. T� S. - - SS 17- EXISTING GRADE 18" TOE DOWN #3 BARS ® 12" O.C.E.W. (ALSO AT FLUME ENDS) l 5' ; CONCRETE CHANNEL CROSS SECTION A -A 28 -DAY CONCRETE STRENGTH µTs, = 3000 PSI S" SEE PLAN VIEW 6"� PROPOSED GRADE I VARIES 18` TOE DOWN (ALSO AT FLUME ENDS) BARS ® 12" O.C.E.W. 5' Lae r i CONCRETE CHANNEL CROSS SECTION B_B NTS. 2' 6" 18" TOE DOWN ) I ° �_ BARS ®12` O.C.E.W.( ALSO AT FLUME ENDSI -o �I 4' 1 r "1 CONCRETE CHANNEL CROSS SECTION C_C NTS. • #4 BARS @ 12 O.C.E.W. B EXTERIOR FACE #5 BARS @ 12 " O.C. VERTICAL INTERIOR FACE 4 CORNER BARS #4 BARS @ 12" O.C. `�` 8" @ 12" O.C. CORNER BARS _ HORIZONTAL INTERIOR FACE - 1L i--w"wi IVVIIVr_\L- #5 BARS @ 12" TRANSVERSE chu,ltz'Engineenng, 2730 Longmire, Suite A g , College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-295 JULY 2014 i r :T A S. ZIOR WALL TOP OF RM F BOX CULVERT S.E.T. F N.T.S. 0.5' -5 0.5' SECTION F -F PARENT ! BACKFILL CLEAN, EXCAVATED MATERIAL BACKFILL I STRUCTURE PER PAVING 0.5' PLAN ACCORDING TO 0. 2' Number 0.5' End Station 0' Une/Chord Direction Start Northing COMPACTED CEMENT STABI- -5 0.5' SECTION F -F I RIES - 6" MINIMUM 10` MAXIMUM NON- I STRUCTURAL STRUCTURAL PARENT ! BACKFILL CLEAN, EXCAVATED MATERIAL BACKFILL I STRUCTURE PER PAVING Alignment Data: CULVERT 300 PLAN ACCORDING TO En Number Start Station End Station Length Une/Chord Direction Start Northing COMPACTED CEMENT STABI- Start Easting End Northing End Easting L15 0+00.00 0+07.12 7.12 N58' 43' 51 "E 10192437. °oo°o 3560389.56 10192441.13 3560395.64 L16 0+07.12 0+73.29 66.18 N44' 15' 10"E 10192441.3 3560395.64 10192490.12 3560440.14 L17 0+73.29 1+25.11 51.82 N42' 05' 11 "E 10192490.2 COMPACTED CEMENT STAB[ - 3560440.14 10192528.57 3560474.87 I RIES - 6" MINIMUM 10` MAXIMUM NON- I STRUCTURAL STRUCTURAL PARENT ! BACKFILL CLEAN, EXCAVATED MATERIAL BACKFILL I STRUCTURE PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO En GEO-TECHNICAL REPORT 1"=4' VERT. •';';'': < • :•' COMPACTED CEMENT STABI- 332 UZED SAND, 1Nz SACK/CY, PUGMILL ONLY. SPADE BY 0 0 °o°o°° LIFTS INTO PLACE, TO FILL EXISTING ALL VOIDS AROUND PIPE. °oo°o MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 12" MIN o°o°o o°o°ool 60.0 LF ® 0.50% 328 oo; ° 328 ° O° o °° DESIGN PIPE O.D. ° ' o 8 °° °°° °o° 0(6" o°o ii°o° COMPACTED CEMENT STAB[ - MIN) GRADE UZED SAND, 1� SACK/CY, M PIPE -).64X PUGMILL ONLY. SPADE BY O.D. LIFTS INTO PLACE, TO FILL y' M ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM OPTIMUM MOISTURE AND CONTINUOUS SUPPORT FOR THE 320 PIPE BARREL BETWEEN BELL HOLES 12` MINIMUM BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. EQUINOX SUBDIVISION PHASE 7 COLLEGE STATION, TEXAS f 336 STRU RAL BACKFILL 60 LF � n 0 0 En to K%T^61 PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 332 332 EXISTING CULVERT 300 15"x24" BOX CUL GROUND 60.0 LF ® 0.50% 328 328 DESIGN GRADE 324 M -0.50 -).64X 324 y' M O M 320 " 11 320 � o 0 I 0 _j aM 0 316 N 316 En U 312 312 308 308 Z tet• CL 0 y Efl d4 N Ct N ti ! J J N M N r7 M �- W 304 304 1 -0+50 0+00 1+00 1+50 PROFILE CULVERT 300 DErIPEWTION POND # & CULVERT /, PLAN & PROFILE i SCALE VERTICAL 111=Ai HORIZONTAL 1 "=401 PLOTTING SCALE: 1:1 FILE NAME: 13-295 10 5 0 SCALE IN FEET 1 ° I eo I I �s i I I I I I I I I I I I 1 6 I I I 26 II I I 28 (I I I 27 29 I 30 ,, 13 14 25 I ,5 � �� I IG 73 19 I 20 21 22 S I THE BARRACKS II SUBDIVISON I PHASE 101 PLAT 11191/123 i ; 15' PUE I I I EX NG FENCE ------------------------------------ ------ -------------- L--------I-------i------{--------1-.-I4.1--I------ ---------------------------�----�---------------- ( 1 6CONNECT TO 1 I I EXISTING INLET BLOCK 14 I TOP = 311.56 20' PUE I 9 1 FL IN = 305.74 I EXISTING FENCE O I i / 311 311- / 10 l ,yN309 - PO2 PE �� 30 8N H PE IP PE \ I\ 60.0 LF 0 0.501z \- — -= ----- - --- _ -`oma-"o-o 61.�:. POND 2 OUTLET STRUCTURE \ TOP = 309.90 FL OUT = 306.04 / / 40' \\ \ ]�TENn N 310 3yo-- \ OVERFLOW SPILLWAY OND ELEV. = 310.09' 310 ..310 \ 31 311 M O � M •-7 307 3� 308 / �■ 308 309 / 310 310 /31' 310 —311-- -311 chuftzEngineerin LLu9 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-295 JULY 2014 f i H'RACK rOP OF JCTURE BARS >.C.E.W. PHASE 7 COLLEGE STATION, TEXAS PLAN VIEW 20 10 0 21 SCALE IN FEET 3.0' ELEV=309.90 POND 2 OUTLET STRUCTURE ILLS 4.0' FRONT VIEW ELEV=306.04 DETENTION POND PLJW - DETAILS_ L.C:L i NONI STRUCTURAL STRUCTURAL PAVEMENT BACKFILL BACKFILL NOTES: TOP OF BERM PER PAVING BACKFILLED AND COMPACTED PLAN MIN. ELEV=310.80' EXISTING 100 YR PLUGGED GEO—TECHNICAL REPORT 1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD 1-- 8' --- { GROUND , W.S. ELEV.=310.26 18 min 4 _\. SURVEY DATA. POND 1 1 TIE—IN 4�40� 4 MIN. TOP OF BERM 310.80' 1 LIFTS INTO PLACE, TO FILL BOTTOM 4 4 i / • i • � 1 �`/��\,a�`/� 2. STORM SEWER PIPE MATERIAL SHALL BE HDPE, AASHTO ELEV.=310.09' �/�� `� M294, TYPE S WITH WATERTIGHT JOINTS, WHERE NOTED OR . RCP, PROFILE GASKET IN ACCORDANCE WITH ASTM C-76, TYPICAL POND POND OVERFLOW SPILLWAY CLASS III. BERM DETAIL DRAINAGE CHANNEL TYPICAL SECTION 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT & BACKFILL DETAILS AND INLET & HEADWALL DETAILS. N.T.S chuftzEngineerin LLu9 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-295 JULY 2014 f i H'RACK rOP OF JCTURE BARS >.C.E.W. PHASE 7 COLLEGE STATION, TEXAS PLAN VIEW 20 10 0 21 SCALE IN FEET 3.0' ELEV=309.90 POND 2 OUTLET STRUCTURE ILLS 4.0' FRONT VIEW ELEV=306.04 DETENTION POND PLJW - DETAILS_ L.C:L i NONI STRUCTURAL STRUCTURAL PAVEMENT BACKFILL BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL I PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO GEO—TECHNICAL REPORT • ; ": e • .'' COMPACTED CEMENT STABI— LIZED SAND, % SACK/CY, PUGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL 0000° ALL VOIDS AROUND PIPE. °°o ° °O°® MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. 12"4MINORO�0�-010.0*0 PIPE O.D. °o 00 000 8 0° 00 0°0 00° COMPACTED CEMENT STABI (6" MIN) LIZED SAND, Ui SACK/CY, PIPE PUGMILL ONLY. SPADE BY O.D. LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE A' GRADED SO AS TO PROVIDE UNIFORM OPTIMUM MOISTURE AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES 12" MINIMUM BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 13-295