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Home My WebLink AboutDrawingsI0' WIDE REAR CHANNEL SECTION - 5' CONCRETE FLUME ( 192) @ -0.5% TC=274.50' SEE DETAIL THI5 PAGE S 47°41'00_ E _ _ 2-.-.4.0 60 _�=_ . DRNN F/L=±27260 F/L=±273.60' _LZ EE 274.50' TC=273.50' I TC=�•5. � 52'-9 10 �� -9LZ- \ I 27 _-11J TG=275,50' FIL=273.75' 27 �+� •_ __ I 3' CONCRETE FLUME (193') � SEE DETAIL D2-04, SHEET D I , TC=275.35' (I TOP DOLLAR PAWN 5UPER5TORE5 TC=276.00' (, COOPERS 5UL3DIV15ION ( �lv \ �+ PART Of LOT 1 I 4° I 1 1.503 ACRES TP=274.50' I-aO--SQUARE FEET TOTAL -2- 2%�.- I 277.00' I o �I �� N �I i LLl II '.� U7 ( / W �+ �� 45' U�I TP=274.85' t V aL 0 IIz CO ' 9702 S.F. STORAGE N ONE STORY I OU 0 I 5497 S.F, RETAIL ONE $TORY d' s 11 II A z 1 I '`% 0 l ° 0 "t LID j 0 -2.2°10 ®� \ N I <Y I (n 00) ( ' ^4I \ I 37-6' 1P=274.50'! N =TC27G.59 2% MAX / u-- ( SEE DETAIL Z 8" LANDSCAPE BRICK WALL TH15PAGE , / O} HEIGHT VAR1E5 I-- t I I TOP WALL=275.50' - o ,�JPNS I / / to �I R23'- 10" I JbTC=275.35' � � �i t �• =275.50 TC a- 32'-9" I .f --� TC=276.20' \ 7 , W Y 1 Zd I 1 I OUTFALL STRUCTURE -X- D Q BIKE TC=276.50' i / > TC=276. 10' / Q LTJ SEE DETAIL THIS PAGE. - y ACK -�-- / / , \ o m I f ® ®® TOP OF WALL= 275.50 / I TC=276.00' TC=276.00' ' �' / TC=276.00' TC=275.15' \ TP=275.50'- f TC=275.50' / TP=275.38' / ! � � TC=275.50' W IY DETENTION POND LAYOUT / Q Q I SCALE: I"= 20' ,...- ,._._... - �t`SM��N l5�(N�G`E FLU . E,_..@. -�o ....-.... __-__ ...._.•.. ____... .__.-.r'' �� t ^40 �5� XIW X s N TC=276.00' \ \ \ \ \ TC=275.50' �C� TC=275.50 \ \ M1 TC=274.00' \ N J %6 7yf- TC=275.50' t '• TP=276.00' TP=275.60' -4 TP=273.50' \ TC=276.20' TC=275.75' TP=275.50'leg 5' TXDOT R -O -W N 49023'01 " W 213.40' BREAK TxDOT R O -W f- -•J�-' r.�� ° �" -r• ^r TC=274.50' � s RE -GRADE TO DRAIN RE -GRADE TO DRAIN kD 8' w___ _. ._..._. ._._...._. _._...-._.� � �,, _._,. .._._.._.. ._.._ ___-. .._..__ __.... _..__._. .._._..,. ._.....• ......- _____. __..,.. .-._ _._ .- _....._. .....- _...-. _„-ISL=272.12' / F/L=272.35 ( TP=276.00' TOP=275.3 1' MATCH EXISTING 24" CULVERT (45') @ 0.5% PAVEMENT ELEV. STATE HWY G SOUTH FRONTAGE SITE GRADING & ELEVATIONS SCALE: 1"= 20' / 8' UD I TP=275.70' / MATCH EXISTING PAVEMENT ELEV. 5' BENCHMARK=273.25' z I J> I TC=27G 50 I TP=275•GO' / HANDICAP PARKING ELEVATIONS SCALE: 1"= 10' LEGEND: GtNt_KAL NU I !_�D: - - - - - - - - FIRE LANE I . BENCHMARK ELEV. = 27 3. 5' - BEN 'HMRK ELEVATION 15 TOP OF SANITARY SEWER p -- - ACCESS EASEMENT MANHOLE LOCATED AT 501 Th PLOP KTY ORNER. TOPOGRAPHICAL DATA WAS z; PROVIDED BY CLIENT AND'' HEREfOR GATT 5 ENGINEERING 15 NOT RESPONSIBLE FOR 18W - EXISTING 18 WATER LINE THE ACCURACY Of THE TO OGRAPH GAL E ATA 5HOWN HEREIN. ' G THE LOCATION OF ALL EXISTING - - PROPERTY LINE 2. THE CONTRACTOR SHALL BE SPONS BLE F R VERIFYIN"`` UTILITIES. AT A5T48-HOLR5PRIOR TO BE GINNING CONSTRUCTION, THE CONTRACTOR SHALL 85 SANITARY SEWER LINE CONTACT DIG TE55 @ 1-80 -344-8377. EASEMENT LINE 3. ALL CONSTRUCTION SHALL IN ACCORDAN M WITH 13/C5 UNIFIED DESIGN GUIDELINES AND ah - STORM PIPE /CULVERT PIPE SPECIFICATIONS FOR WATE SEWER, DRAIN GE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED INA( 'ORDANCE WIT THE CiTY'5 STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WI THE CITY ENG NEEK5 OFFICE PRIOR TO START. 0 EXISTING POWER POLE EXISTING SANITARY SEWER MH 4• THE CONTRACTOR IS RESP BIBLE FOR ALL CON57RUCTION SAFETY. CONSTRUCTION " DRAWINGS DO NOT WCLUD NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ® ELEC. TRANSFORMER EXISTING WATER VALVE 5. LOCATION OF EXISTING BU D UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT AT ARE NOT S FLOODPLAIN HOWN ON THE CONSTRUCTION DRAWINGS. THE WATER METER CONTRACTOR SHALL BE RE ON5IBLE FOR 1OCATING AND PROTECTING OF ALL BURIED UTILITIES, O PROPERTY CORNER - FIRE HYDRANT ASSEMBLY S1TE CLEARING AND RADING:'' I . SITE PREPARATION: CON CTOK,'jl-IALLJ CLEAR AND GRUB PROJECT 51TE OF ALL TOP �....�s SOIL AND ORGANIC MATE 1AL. TOP SOIL SHALL BE 5TOW11 ED ON-51TE AT A LOCATION DESIGNATED] OWNER. 2. ALL AREAS THAT ARE F ID TO BE 'PUMPING' OR'51NK HOLE5' OR NOT TO BE IN ORIGINAL UN- EXCAVATE Di OMPACTF-D STATE, SHALL BE REMOVED AND REPLACED WITH SELECT FILL, COMPACTED ER PROJECTS SPECIFICATIONS. DEMOLITION TRUCTION WASTE: RS 1. CONTRACTOR SHALL PRO IDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, A DEMOLITION / CONSTRU ON. SOLID WASTE ROLL -OFF BOXES / METAL DUMP5TER5 �^ s` 5HALL BE SUPPLIED BY Ci OR CITY PERMITTED CONTRACTOR(S) ONLY. 2. THE CONTRACTOR SHALL 15E RESPONSIBLE FOR THE CONTAINMENT AND PROPER D15PC5AL OF ALL LIQUID AND SOLID WASTE A550CIATb WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TD PREVENT THE''OCCURANCES OF WIND BLOWN LITTER FROM THE PROJECT. STORM WATER MITU ATION NOTES: I . CONTRACTO OWNER IS RI PON5I5LE FOR FILING A NOTICE TO INTENT (NOI) WITH TCEQ PRIOR TO for thg fttAirg .. ' CONSTRUCTION (IF REQUI D). 2. THE CONTRACTOR 15 RES N51BLE FOR AlSTORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTFACTOR SHALL USE ALL MEANS NECE55ARY TO PREVENT THE www TRANSPORTATION OF 5ED I ENT FROM THE, PROJECT SITE."r;hfCa ln 3. ALL STORM WATER PROC CED FROM Tq15 PROJECT SITE FLOWS TO THE PARKING LOT AREAS AND 15 CAPTURED BY INLET GI TE5. THE 5TORMWATER 15 THEN CONVEYED TO THE DETENTION POND �� South , FACILITY LOCATED ADJAC NT TO THE PARKING LOT AREA. Bryan, Texas 77803:-. fav 979.779.€} 2 . 3'x 3R.C.B. , 4" THICK WALLS TOP ELEV.=274.70' ' � OPEN FOR POND IN -FLOWS *WIDE x P TALL INLET BOX UTFALL O . INTO DETENTION POND (�]i G'-9" a 6. li - N TE: 1. LL STRUCTURES SHOWN SHALL BE 4" THICK REINFORCED CONCRETE ` ,000 psi, WITH #3 BARS AT 12" O.CB.W. (GRADE GO) 2. ALL CONCRETE SURFACES OF OUTFALL STRUCTURE SHALL BE STAINED OND '5TAMPED' TO MATCH LANDSCAPE WALL. 10' V OUTFALL STRUCTURE TOP VIEW co TOP OF INLET BOX=275.15' Z U 8" WIDE,LAND5CAPE TOP OF WALL=275.75' Q �" BRICK WALL TOP OF PAVEMENT- 274.65 LL.O TOP F WALL=275.75' D O �- r TOP OF BOX=274.70` z o TOP OF BOX=274,70' { ! i I U~� ORIFICE F/I - 7 .75 -OI5% I . `, I . Z -T INLET BOX OUTFALL FIL=2 2.50' C - O G.5" ROUND ORIFICE �z DRAIN TO POND 4'x P, SUMP=273.00' 4" THICK CONC. APRON #3 BARS @ 12" O.C.B.W. 27`x® W _ (Z7 U Z I I M1I � I I I ^� \ 3 MAX. SLOPE OUTFALL STRUCTURE ELEVATION VIEW OUTFALL STRUCTURE SECTION VIEW o ^, W �4' f ; 100 � C9 ' I pm �o Vv i tir •l Il I � �4 I 210'-3" I �? A N 0 N I I co ^M OvI �4 I t 3:1 MAX. ' SLOPE t I I .f --� TC=276.20' \ 7 , W Y 1 Zd I 1 I OUTFALL STRUCTURE -X- D Q BIKE TC=276.50' i / > TC=276. 10' / Q LTJ SEE DETAIL THIS PAGE. - y ACK -�-- / / , \ o m I f ® ®® TOP OF WALL= 275.50 / I TC=276.00' TC=276.00' ' �' / TC=276.00' TC=275.15' \ TP=275.50'- f TC=275.50' / TP=275.38' / ! � � TC=275.50' W IY DETENTION POND LAYOUT / Q Q I SCALE: I"= 20' ,...- ,._._... - �t`SM��N l5�(N�G`E FLU . E,_..@. -�o ....-.... __-__ ...._.•.. ____... .__.-.r'' �� t ^40 �5� XIW X s N TC=276.00' \ \ \ \ \ TC=275.50' �C� TC=275.50 \ \ M1 TC=274.00' \ N J %6 7yf- TC=275.50' t '• TP=276.00' TP=275.60' -4 TP=273.50' \ TC=276.20' TC=275.75' TP=275.50'leg 5' TXDOT R -O -W N 49023'01 " W 213.40' BREAK TxDOT R O -W f- -•J�-' r.�� ° �" -r• ^r TC=274.50' � s RE -GRADE TO DRAIN RE -GRADE TO DRAIN kD 8' w___ _. ._..._. ._._...._. _._...-._.� � �,, _._,. .._._.._.. ._.._ ___-. .._..__ __.... _..__._. .._._..,. ._.....• ......- _____. __..,.. .-._ _._ .- _....._. .....- _...-. _„-ISL=272.12' / F/L=272.35 ( TP=276.00' TOP=275.3 1' MATCH EXISTING 24" CULVERT (45') @ 0.5% PAVEMENT ELEV. STATE HWY G SOUTH FRONTAGE SITE GRADING & ELEVATIONS SCALE: 1"= 20' / 8' UD I TP=275.70' / MATCH EXISTING PAVEMENT ELEV. 5' BENCHMARK=273.25' z I J> I TC=27G 50 I TP=275•GO' / HANDICAP PARKING ELEVATIONS SCALE: 1"= 10' LEGEND: GtNt_KAL NU I !_�D: - - - - - - - - FIRE LANE I . BENCHMARK ELEV. = 27 3. 5' - BEN 'HMRK ELEVATION 15 TOP OF SANITARY SEWER p -- - ACCESS EASEMENT MANHOLE LOCATED AT 501 Th PLOP KTY ORNER. TOPOGRAPHICAL DATA WAS z; PROVIDED BY CLIENT AND'' HEREfOR GATT 5 ENGINEERING 15 NOT RESPONSIBLE FOR 18W - EXISTING 18 WATER LINE THE ACCURACY Of THE TO OGRAPH GAL E ATA 5HOWN HEREIN. ' G THE LOCATION OF ALL EXISTING - - PROPERTY LINE 2. THE CONTRACTOR SHALL BE SPONS BLE F R VERIFYIN"`` UTILITIES. AT A5T48-HOLR5PRIOR TO BE GINNING CONSTRUCTION, THE CONTRACTOR SHALL 85 SANITARY SEWER LINE CONTACT DIG TE55 @ 1-80 -344-8377. EASEMENT LINE 3. ALL CONSTRUCTION SHALL IN ACCORDAN M WITH 13/C5 UNIFIED DESIGN GUIDELINES AND ah - STORM PIPE /CULVERT PIPE SPECIFICATIONS FOR WATE SEWER, DRAIN GE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED INA( 'ORDANCE WIT THE CiTY'5 STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WI THE CITY ENG NEEK5 OFFICE PRIOR TO START. 0 EXISTING POWER POLE EXISTING SANITARY SEWER MH 4• THE CONTRACTOR IS RESP BIBLE FOR ALL CON57RUCTION SAFETY. CONSTRUCTION " DRAWINGS DO NOT WCLUD NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ® ELEC. TRANSFORMER EXISTING WATER VALVE 5. LOCATION OF EXISTING BU D UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT AT ARE NOT S FLOODPLAIN HOWN ON THE CONSTRUCTION DRAWINGS. THE WATER METER CONTRACTOR SHALL BE RE ON5IBLE FOR 1OCATING AND PROTECTING OF ALL BURIED UTILITIES, O PROPERTY CORNER - FIRE HYDRANT ASSEMBLY S1TE CLEARING AND RADING:'' I . SITE PREPARATION: CON CTOK,'jl-IALLJ CLEAR AND GRUB PROJECT 51TE OF ALL TOP �....�s SOIL AND ORGANIC MATE 1AL. TOP SOIL SHALL BE 5TOW11 ED ON-51TE AT A LOCATION DESIGNATED] OWNER. 2. ALL AREAS THAT ARE F ID TO BE 'PUMPING' OR'51NK HOLE5' OR NOT TO BE IN ORIGINAL UN- EXCAVATE Di OMPACTF-D STATE, SHALL BE REMOVED AND REPLACED WITH SELECT FILL, COMPACTED ER PROJECTS SPECIFICATIONS. DEMOLITION TRUCTION WASTE: RS 1. CONTRACTOR SHALL PRO IDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, A DEMOLITION / CONSTRU ON. SOLID WASTE ROLL -OFF BOXES / METAL DUMP5TER5 �^ s` 5HALL BE SUPPLIED BY Ci OR CITY PERMITTED CONTRACTOR(S) ONLY. 2. THE CONTRACTOR SHALL 15E RESPONSIBLE FOR THE CONTAINMENT AND PROPER D15PC5AL OF ALL LIQUID AND SOLID WASTE A550CIATb WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TD PREVENT THE''OCCURANCES OF WIND BLOWN LITTER FROM THE PROJECT. STORM WATER MITU ATION NOTES: I . CONTRACTO OWNER IS RI PON5I5LE FOR FILING A NOTICE TO INTENT (NOI) WITH TCEQ PRIOR TO for thg fttAirg .. ' CONSTRUCTION (IF REQUI D). 2. THE CONTRACTOR 15 RES N51BLE FOR AlSTORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTFACTOR SHALL USE ALL MEANS NECE55ARY TO PREVENT THE www TRANSPORTATION OF 5ED I ENT FROM THE, PROJECT SITE."r;hfCa ln 3. ALL STORM WATER PROC CED FROM Tq15 PROJECT SITE FLOWS TO THE PARKING LOT AREAS AND 15 CAPTURED BY INLET GI TE5. THE 5TORMWATER 15 THEN CONVEYED TO THE DETENTION POND �� South , FACILITY LOCATED ADJAC NT TO THE PARKING LOT AREA. Bryan, Texas 77803:-. fav 979.779.€} 2 . 3'x 3R.C.B. , 4" THICK WALLS TOP ELEV.=274.70' ' � OPEN FOR POND IN -FLOWS *WIDE x P TALL INLET BOX UTFALL O . INTO DETENTION POND (�]i G'-9" a 6. li - N TE: 1. LL STRUCTURES SHOWN SHALL BE 4" THICK REINFORCED CONCRETE ` ,000 psi, WITH #3 BARS AT 12" O.CB.W. (GRADE GO) 2. ALL CONCRETE SURFACES OF OUTFALL STRUCTURE SHALL BE STAINED OND '5TAMPED' TO MATCH LANDSCAPE WALL. 10' V OUTFALL STRUCTURE TOP VIEW co TOP OF INLET BOX=275.15' Z U 8" WIDE,LAND5CAPE TOP OF WALL=275.75' Q �" BRICK WALL TOP OF PAVEMENT- 274.65 LL.O TOP F WALL=275.75' D O �- r TOP OF BOX=274.70` z o TOP OF BOX=274,70' { ! i I U~� ORIFICE F/I - 7 .75 -OI5% I . `, I . Z -T INLET BOX OUTFALL FIL=2 2.50' C - O G.5" ROUND ORIFICE �z DRAIN TO POND 4'x P, SUMP=273.00' 4" THICK CONC. APRON #3 BARS @ 12" O.C.B.W. W _ (Z7 U Z c OUTFALL STRUCTURE ELEVATION VIEW OUTFALL STRUCTURE SECTION VIEW o ^, W pm OUTFALL STRUCTURE DETAIL SCALE: 1"= 5' j 10' 6" (min.) 6" (min.) 1' DEE 192' @ -0.5% I BLOCK SOD GRA55 ih -��- (MANNING - n=0.15) 5' 5WIDE , 4" THICK CONCRETE I 5EE DETAIL D2-05 FOR REBAR (MANNING - n=0.013) PRIVATE 10' REAR CHANNEL SECTION DETAIL NOT TO SCALE W H U 00 W W APPROVED FOR BIDDING Date Issued: 05703/2013 & CONSTRUCTION., •° -° 05/03/2013 WA OF .■ Drawn By: Joe G Checked By. Joe G e.'♦ Patterson Project No.:1224�1,� ® JOE 1. GATTIS ♦ � ... ....... • • • • 8u1ldtng Inventory No.: N A I ' 90964 vp 4P 10 �`( 1t �p�•.l SCE Ns�O.•��,��® Project No.: 1224 3 t Fss/ON..��GN Sheet Title: Cs ®�' ®® ELEVATIO 4 S & SWPP Sheet C.2 N/F M.D. WHEELER, LTD. N/F CITY OF COLLEGE STATION 58.71 AC 3007/341 #5 BAT ERY pQRN4ER r 48.59 AC 3310/321 ZONED A-0 EVAR ZONED A-0 BOND BEAM w/2 - #5 BARS 'r S 47°41'00" E 212.40 y" X 2" ANCHOR BOLTS (TYPICAL) 25 CMU WALL `� CMU WALL 1 Ak 7-0 MAX, r PR L CTI 321 sf �f = #3"REBAR "L" BAR .:, I P LOADING 1 108 sf TOP DOLLAR PAWN SUPERSTORES 399 sf I t 35" `/ A" �•`f G" x 24" 6" Thk. CONC. PAVEMENT z C17/ c OGS I '. '. . • . :. • . . COOPER'S SUBDIVISION PART OF LOT I m - z7 2O 1 r GRA55 SLOPE .� T 1.503 ACRES � a t /r LOCATION MAP 15,199 SQUARE FEET TOTAL 20' P.s. �! L NOT TO SCALE o t F.F. = 277.00 o m _ J o �:: ; .' , �" 7LE l END : #%iatur a _ a ? 0 1 I'`1 -� ¢_ r *.f ., : � -•� j _. .,<.< - _,,_� f _ . `NOTE: CONTRACTOR SHALL GROUT -FILL ALL CELLS CONTAINING REBAR WITH 2,000 psi GROUT INCLUDING TOP BOND BEAM. 6 Thk. CONCRETE PAVEMENT (3,000 psi) „ #3 REBAR @ 12 O.C.B.W, _ . -� - = FIRE LANE . .fpr . . : m W I -� m Lu 0 U w 0 v N �- „ m ILoL Z W t� � O z2 °:a«% �xi1N.£"1J � - 18 _ IBv�- ACCESS EASEMENT EXISTING 18 WATERLINE .I z 1 O U z , Lu m Q N FT O ?.a > O E0 BIKE RACK CONCRETE PAD SHALL BE G' x 9' IN 51ZE RACKS NEED 3 SEPARATION FROM BACK OF CURB - BS _ I 85 PROPERTY LINE SANITARY SEWER LINE 7#1:Sc��ltt'1` APS`': O ¢ c� t0 9702 S.F. STORAGE ONE STORY ° - N °O 5497 S.F. RETAIL ONE STORY �� _p OU I� 0) 1 OD J= m DBL. INVERTED U BIKE RACK (4 DETAIL C.M.U. WALL DETAIL (TRASH BIN ENCLOSURE) - -- - - EASEMENT LINE BX+ Br 0 0 Lu o o m ,r� t d- zo � -BIKE) STORM PIPE / CULVERT PIPE voice- 9 9.775. t ED -' uJ N m Z 3 a 1 w ' z '� n O -� � Q c� m O � , U U N.T.S. N.T.S. _0 EXISTIN - POWER POL EXISTING SANITARY SEWER MH ift.979.779° .. . . . ?2 O O w U z ® m 2 Q N = a d0 oL r U a ¢ -io LL N WHEELER, LTD, N/F CITY OF COLLEGE STATION ® ELEC. T N5FOR ' ER EXISTING WATER VALVE �ISi 1t�11ti.'I#.t g' 4 O u� = oL aL LL w m w ¢ O U 0 /\ a 0- U 4 m O¢ O - U t I /� U z t0 m w `- 0 I z z z t O C 3007/341 NED A-0 48.59 AC 3310/321 ZONED A-0 68 4 PLOODP 0 PROPER IN CORNER O WATER METER -( FIRE HYDRANT ASSEMBLY �. U gw �) ` W 5 iliU \ m 20 ... p 132-6 GENERAL NOTES: . v. z p n �� \ I l' N / O 25 22 _ _ _ _ _ S 47°41'00" E 212.40' - �- - -- P.U.E. 10' - _ _ _ `'�- OWNER: TOP DOLLAR PAW SUPERSTORES, 4121 S.H. G SOUTH, C5, TX 77845.1 �' ."...° m T' -" - "' - - - - - - - - - 9'-8" - I I . BENCHMARK ELEV. = 2 MANHOLE LOCATED AT .25' - BENCHMARK UTH PROPERTY ELEVATION IS TOP OF SANITARY SEWER CORNER. TOPOGRAPHICAL DATA WAS 6�� ®. �/ J g \ 26 40'-10" I-- - --- - _ __ - 1 I . 12' _ ' - 15. REAR _ -�, BLDG. SECBACK � PROVIDED BY CLIENT AN THE ACCURACY OF THE THEREFOR GATTiS OPOGRAPHICAI ENGINEERING 15 NOT RESPONSIBLE FOR DATA SHOWN HEREIN.• gyp) \ ° I / / �j �7,-G„ 20 I 2 I � t (' BOJ 2. THE CONTRACTOR SHALL UTILITIES. AT LEAST 48-H E RESPONSIBLE UR5 PRIOR TO FOR VERIFYING THE LOCATION OF ALL EXISTING BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL •� "*+i ..L7 `j 14�m i\ cl �') I 1 CONTACT DIG TE55 @ I - 3. ALL CONSTRUCTION 5HA 00-344-8377. BE IN ACCORDQA�ACE WITH B/C5 UNIFIED DE51GN GUIDELINES AND I 321 sf IN SPECIFICATIONS FOR WA SHALL BE PERFORMED IN R, SEWER, DRA CCORDANCE NNN111III NAGE AND STREET CONSTRUCTION. TESTING TH THE CITYS STANDARDS. ALL CONSTRUCTION . 1 I q N� _ N O A} rt 21 - I y_G" I I ['LOADING j . ` 399 sf I 1 p 1 -1 0 SHALL BE COORDINATED 4. --THE CONTRACTOR 15 RES DRAWINGS DO NOT INCL 5. LOCATION OF EX15TING B ITH THE CITY U ON5IBLE FOR ALL E NECESSARY RIED UTILITIES, INEER'S OFFICE PRIOR TO START. CONSTRUCTION SAFETY. CONSTRUCTION COMPONENTS FOR CONSTRUCTION SAFETY. INHERE SHOWN, 15 APPROXIMATED ONLY. OTHER " �#. 16 I 15 �� ' '� 18 2G nV! t I ' « 108 sf ( I TOP DOLLAR PAWN SUPERSTORES J^ 1 I- a/\ "� I i 'G�'� UTILITIES MAY BE PRE5EN CONTRACTOR SHALL BE G. THE PROPOSED BUILDING THAT ARE N& 5PON5IBLE FOR ) AND A55OGIiTED SHOWN ON THE CONSTRUCTION DRAWINGS. THE LOCATING AND PROTECTING OF ALL BURIED UTILITIES. DIMENSIONS SHOWN HEREIN WERE PROVIDED BY 0+ , n O z 8 1 uio VV S, ' m I COOPERS SUBDIVISION - I8' P.S. �\�j J co I . PATTER50N ARCITECT5{ 7. THE SUBJECT PROPER 9-775 Q03G) IS CURRENTLY ZONED C- I GENERAL COMMERCIAL. z - Ix H _ i I PART OF LOT I m 3G' -G" Iw �� I 8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD pr 17 25 I0 I LL.1 .. - 103'-4" 1.503 ACRES j 15,199 SQUARE FEET TOTAL « m 20'P.5. O I I 210'-3" HAZARD AREA AS E5TA AGENCY: MAP NUMBER I5HED BY THE 8041 CO3 I OE FEDERAL EMERGENCY MANAGEMENT EFFECTIVE DATE MAY I G, 2012. LJJ a h c7 EXISTING 18" W.L. Q, 1841 - 18 I BW-- 18 ! 8 18 1 8 18 I Nf- o, ! 8 I -� I I 8 I BW-- I B�A�-+�� _ O ( ( - F.F. = 277.00' "S p O ( I ' ¢ o � _ m 0 y. 9' w I - � t O to � I I � 9. ALL PROPERTY INFORMA DESCRIPTIONS * UTILTI --�{�JOVEMBER`201 1. ION FOUND H6REIN, EASEMENTS,, �. INCLUDING METES AND BOUNDS RE PROVIDED BY STRONG 5URVEYING CO., �- 0 �' U W cn g M U-- j 10. ALL NDEWALK5 AND RA P5 5HAH BE CONSTRUCTED ,�, IN STRICT ACCORDANCE WITH A.D.A. W �`j EXISTING 8" SAN, SEWER_ j ' m a a I ILu (AMERICANS WITH DISAE CITIES ACT) AN) T.A.S. (TEXAS ACCESSIBILITY STANDARDS) 85 85 85 85 85 85 85 85 85 S TxDOT R -O -W ° �� - ' N 49 23 01 W 213.40 85 8 85 - 85 5 85 TxDOT R -O -W J j « 0 O IF- I m = w a< W I I � O I ¢ z I U O I u/ IL/ p I z W U """0777 REQUIREMENTS AND 5T 1 1. ALL CURB RADII SHALL B 12. CONTRACTOR SHALL P DARDS. 3' FROM+ BAC' G E GRA55<50 OF CURB UNLESS NOTED OTHERWISE. I (BERMUDA) TO PROMOTE GRASS RE-GROTH TO ALL w 6 :- . N C7 9 N w p Z ¢ t j m I O :E N AREAS THAT HAVE BEEN I5TURBED BY CONSTRUCTION. o A O_ U z I- w O m O I 126'-G" ( m ccs I 9702 S.F. STORAGE ONE STORY m j N O ¢� I I 'S > U �? D pL - ( 13. BUILDING SETBACKS: F 14. 51TE SIGNAGE: SIGNAL 15. 100% COVERAGE OF GR NT: 25' , REAR: SHALL BE PERMITTED UND COVER, DECORATIVE 15' , SIDE: 7.5' SEPARATELY. PAVING, DECORATIVE ROCK, OR A N rn r- FRED A. PATTERSON REGISTRATION NUMBER: 1039 24 In -Ln N 5497 S.F. RETAIL ONE STORY 90, 00 m = M -} I ( J U (� > w ` O O L m I 1 d- � U C9 w PERENNIAL GRA55 15 RE THE PARKING LOT SETS UIRED INS PA K, RIGH 5 -OF ✓NG LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS WAY, AND ADJACENT PROPERTY DISTURBED cq 1 1 ¢ i DURING CONSTRUCTION STATE HWY 6 FRONTAGE NORTH BOUND LANE (ONE WAY) (ASPHALT) 2 �\ f� -� In p¢[ O O U N I- Z Z I_ m u� 1 O o I L° m d a a N u�taL,I m O U /1 . I o �G = v U P 't a I u ¢ O u- N I G. ALL ROOF AND GROUND VIEW OR 15OLATED 50 RESIDENTIAL DISTRICT OUNTED MEC NOT TO BEV HIN 150' OF j I ANICAL EQUIPMENT SHALL BE SCREENED FROM ISLE FROM ANY PUBLIC RIGHT-OF-WAY OR -H SUBJECT LOT, MEASURED FROM A POINT THESE DOCUMENTS FOR INTERIM REVIEW I t -. �J OL b/ ►L_ w U U I z I � ro W Z (`� ,(N I _ I FIVE FEET ABOVE GRADE. SUCH 5CREE ING SHALL BE COORDINATED WITH THE & ARE NOT INTENDED F R lu < O O U ! I m ( - J�J' Q � ( t N BUILDING ARCHITECTU 17. EXTERIOR BUILDING AND AND SCALE T ITE LIGHTINGi MAINTAIN A UNIFIED APPEARANCE. ILL MEET THE STANDARDS OF SECTION 7.1 O REGULATORY APPILOVA BIDDING, PERMIT OR 1 U U 81'-4" 1 �) m o &7 I OF THE UNIFIED DEVELOI BELOW AN OPAQUE HO MENT ORDINA ING AND NO CE. THE LIGHT SOURCE SHALL NOT PROJECT XTURE SHALL DIRECTLY PROJECT LIGT CONSTRUCTION PERNU S � Lu ( ( \ STATE HIGHWAY G SOUTH � - � � Z Ozh Q/ N p I (J h I m rJ (P j / ,- \ 5' 54-� HORIZONTALLY. FIXTURE CONE OF LIGHT DOES N SITE ELECTRICAL/UN WILL BE MOU T CR055 ANY ERGROU TED IN SUCH A MANNER THAT THE PROJECTED ROPERTY LINE. � D ELECTRICAL: SITE LAYOUT & UTILITIES ' s I� w �. � � D I / I C l g �\ �/ m � ( I �\v _(� IDE THE ELECTRICAL DESIGN /LAYOUT FOR THIS PROJECT. Z I . COLLEGE STATION UTILI ES SHALL PRO SCALE:1" = 30' _ �� 'Q- .� p� P 1 �I I 'Z` ( I \\ �. ° 23' I I \�zl 40, 2„ j I j k- J 2. CONTRACTOR SHALL IN WALL MOUNTED METER LANDSCAPING REQI. ALL 3 - 4"0 E OX, IRMENTS CTRICAL CONDUITS PER CITY SPECS, WITH ONE 09 P 1. PLEASE SEE SHEET C-3 2. A LICENSED IRRIGATION THE LANDSCAPING IRRI OR LANDSCAPI INSTALLER 15 REQUIRED TION. / I I i G LAYOUT AND ANALYSIS. FOR THE DESIGN * INSTALLATION OF ® (Jy I NUMERICAL LEGEND: e RESE5IGN p I I + STORM WATER MITIGATION NC TES: w = CJ�1 I . BENCHMARK: RIM ELEV, 273.25 BENCHMARK ELEVATION 15 TOP OF SANITARY SEWER MANHOLE `� !' LOCATED AT SOUTH PROPERTY CORNER. �, /� 7` �j ,� v `� _ „ 30 5 `� '-�'j , �'2 1 1 N r f O I� ol; ( -I (P R2T-G" - - - - - - - - - I I I - I ,FILING A NOTICE TO INTENT (NOT) WITH TCEQ PRIOR TO STORM WATER POLLUTION PREVENTION ASSOCIATED WITH E ALL MEANS NECE55ARY TO PREVENT THE H 0-1 a o CONTRACTOR/OWNER 15 R CONSTRUCTION (IF REQUI 2. THE CONTRACTOR IS RESP THI5 PROJECT. THE CONT PON5151 F FO D , ) �' NSIBLE FOR ALL CTOR SHALL U 2. G" SANITARY SEWER CLEAN-OUT: F/L = 273.00' (/J 3. ELECTRICAL PANEL LOCATION, SEE ELECTRICAL PLANS FOR LAYOUT \ y R20 I i R4 (TYP) R2 i 1 TRANSPORTATION OF SEDT 3, ALL STORM WATER PROD LOT AREAS AND 15 CAPT ENT FROM THE CED FROM TH D BY INLET PROJECT SITE, S PROJECT SITE 15 MITIGATED FLOWS TO THE PARKING 'RATES. THE 5TORMWATER 15 THEN CONVEYED TO THE 04 4. 3/4" DOMESTIC WATER LINE, SCH 40 CL200 PVC (140') UNDERGROUND ELEC. CONDUITS, 3 - 4 0 PVC (i 52) � 6. G" SANITARY SEWER LINE (I GO'), 5DR 2G PVC PIPE @ -2.0% GRADE MIN. �' F/L IN 27 T = 2G9.80' " y� (MINIMUM) „ 2 � RESERVED PARKING RESERVED SIGN VAN ACCESSIBLE COLORS: SIGN LEGEND f, BORDER BLUE BACKGROUND WHITE PENALTY WHITE SYMBOL ON BLUE BACKGROUND SIGN 27' i I I 2G'- I " DRIVE A15LE I 1 I I 13 ( R! 5 (TYP.) I 24 DRJVE AISLE 25 I I ( 1 �- - - - DETENTION POND FACIUT WATER * SANITARY PROJECTED WATER SANITA AVERAGE WATER I LOCATED ADJ EWER LOADINGS: Y SEWER DEMANDS: PEAK 4 CENT TO THE PARKING LOT AREA. � .4 I MAXIMUM ww 10 - ]<" 0�� i� U04 �y 7• DOMESTIC WATER METER BOX 18 TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (R7-8) SEE NOTE G. �� 18W - 18 -' 18 18 - i - 8 N I -i lhf- i .[3g Ce -: j j Sih- 18�A�- I B� - -I cn I gpm SEWER 100 gpd CLEARING AND gpm ------- GRADING: gpd✓ ,j�" `C 400 gpd m I IRRIGATION METER * BOX �J�� 8. PROPOSED FIRE HYDRANT # 1, 18" x G" TAPPING SLEEVE VALVE (SEE DETAIL W 1 -02) 9. ELECTRICAL TRANSFORMER PAD LOCATION, 4 x 4 PAD 2.3/8"fd GALV. PENALTY SIGN PIPE P05T COLORS: 8 8 I ® I 85 85 SS 85 85 85 5 85 ( I 85 85 85 85 � SITE I . SITE PREPARATION: CON 501L AND ORGANIC MAT RACTOR SHALL IAL. TOP SOIL' CLEAR AND GRUB PROJECT 51TE OF ALL TOP SHALL BE STOCKPILED ON-51TE AT A W 10. C005 25 P.U.E. (v7G5, 250) N94G, 22) (v4708,p230) p p -'-- 3 LEGEND 4 BORDER GREEN BACKGROUND WHITE I 0 TxDOT R -O -W - - - - _ N 49°23'01 " W 213. 0' _ - - TxDOT R -O -W LOCATION DESIGNATED 2. ALL AREAS THAT ARE FOL OWNER. D TO BE'PUMI � ING' OR'51NK-HOLE5' OR NOT TO BE IN W E-+ I I .COGS 25' P.U.E. (v96 1,p715) (v4708,p230) 12. ACCESSIBLE G TEXAS NUAL ON TRAFFIC 30' 3T ORIGINAL UN -EXCAVATED SELECT PILL, OMPACTED STATE, EP, PROJFC7E PRUCTION� SHALL BE REMOVED AND REPLACED WITH �-, AC CONTROL DEVICEES (TYPE R7 --A) .4 ;°ti - - - - - - - - - - - - - - - - - - - - - - - - - - - N 113. 4. BIOK'E RACK CONC. PADTSEODEfAIL T 15 PAGE)0) 3 _ DEMOLITION / CONE WA5TETIONS. FIIIIIIIII 15. 5' CURB INLET BOX: TOP OF BOX=275.15', SUMP=273.00' 16. TYPICAL PARKING CURB STOP, FIXED IN PLACE 17. PROPOSED FIRE HYDRANT #2, 18 x 6 TAPPING SLEEVE VALVE __Tf $50-200FlNE WITHOUT g„ VAN ACCESSIBLE SIGN COLORS: LEGEND � BORDER GREEN _ 2'-G" g' 18'-5" 91' R25' ? 1. CONTRACTOR SHALL PRO DEMOLITION / CON5TRUG SHALL BE SUPPLIED BY Cl IDE CONTAIN ION. SOLID W�TE OR CITY PERMITTED ENT FOR WASTE, PRIOR TO, AND DURING, ROLL -OFF BOXES/ METAL DUMPSTERS CONTRACTOR(5) ONLY. Date Issued: 04/2013 R�gyO� 18. 12" 0 RCP STORM PIPE (73') @ -0.5% aEan+ir BACKGROUND WHITE ; , >• STATE HWY G FRONTAGE 2. THE CONTRACTOR SHALL LIQUID AND SOLID WAST E RESPONSIBLE A550CIATFD � FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL 0TH THIS PROJECT. THE CONTRACTOR SHALL USE ALL I F/L IN = 272.50', F/L OUT = 272.12' 19. 12'x 12' TRASH BIN * ENCLOSURE (SEE DETAIL) TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TYPE R7 -SA) .` NORTH BOUND LANE (ONE WAY) (ASPHALT) G4'-I"THROAT - I MEANS NECESSARY TOP FIRE PROTECTION � EVENT THE OC�URANCES rlRE FLOW OF WIND BLOWN LITTER FROM THE PROJECT. ANALYSIS: ----- 20. G' CURB CUT OPENINGS (2) 21 . DETENTION POND OUTFALL STRUCTURE, SEE SHEET C-2 12"0 CONCRETE 350'-9" TO FUTURE 1, PROPOSED BUILDING 15 I 2. PER THE INTERNATIONAL 199 s.f. AND IRE CODE 201, SHALL BE BUILT OF TYPE 11-8 CONSTRUCTION. TABLE B 105. 1, A MINIMUM OF 2,000 g.p.m. OF FIRE Drawn By. Jo® G 22. LANDSCAPE BLOCK WALL (5 12') - SEE SHEET C-2 FOOTING BARRON ROAD FLOW PROTECTION BY 2 RE HYDRANTS FOR 2 HOURS IS REQUIRED. Checked By. Joe G 23. 24" RCP CULVERT w/5AFETY END TREATMENTS 45' @ -0.5%, F/L IN = 272.35' , F/L OUT = 272.12' NOTES 1, ALL SIGN HARDWARE TO BE GALVANIZED. r ;�{ f,�� '1 °� r ° �y �` 4 STATE HIGHWAY 6 SOUTH 3. PROPOSED FIRE HYDRAN PARKING/PAVEMENT #11 AND #2 A DE51GN: LOCATED ALONG STATE HWY G FRONTAGE ROAD. Patterson Protect No.: 1224 Budding Inventory No.: 24. 2' WIDE CURB OPENING (CURBED) - I O' LONG 25. A.D.A. WINGED RAMPS (DETAIL'5W2-01) 2. USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MULTIPLE RESERVED ARROW SHOULD BE OMITTED WHEN SIGN IS TO BE USED TO MARK A SINGLE SPACE. PARKING SPACES. i - ALL PAVING SHALL BE G" 11 ICK REINFORCED CONCRETE WITH #4 REBAR (GRADE GO) AT I S" ON NLA NLA i Project No.: 1224 2G. HANDICAP SIGNAGE (3) - SEE DETAIL TH15 PAGE 3. FURNISH AND INSTALL SIGNS 4. MOUNTING HEIGHT SHALL A7 ALL HANDICAP PARKING AREAS. BE AS FOLLOWS: SITE EASEMENTS, SETBACKS SCALE: 1"= 30' &DIMENSIONS CENTER, BOTH WAYS. CC RESPONSIBLE FOR MAINT CRETE 511ALL INING SLUMP DURING E 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR 15 PLACEMENT. (5" 5WMP MAXIMUM) Sheet Title: 27. ROOF DRAINAGE DOWN SPOUT LOCATIONS SIGN LOCATED IN GRASS OR PLANTING - G'-3" 28. OFF-SITE DRAINAGE FLOW-THROUGH (BY-PASS) SIGN LOCATED IN PAVEMENT/PARKING LOT - G-3" 2. SUBGRADE SHALL BE STA 3. CONTRACTOR SHALL CON ILIZED PER Cl ACT ENGINEER SPEGFICATIONS PRIOR TO PLACEMENT OF CONCRETE. THIS DRAWING IS RELEASED UNDER THE AUTHORITY OF PARKING ANALYSIS: SITE PLAN PROVIDED PARKING: JOE I GATTI5, PE, #90964, FOR THE PURPOSE OF = 55 PARKING''5POT5 (INLCUDE5 3 HANDICAP SPOTS (I VAN) HANDICAP 'VAN ACCESSIBLE' PARKING SIGN DETAIL ANCOMMERCIAL REVIEW ONLY, THIS DRAWING IS NOT INTENDED FOR REQUIRE per 25050 15,199 s.f. = G I PARKING SPOTS N.T.S. CONSTRUCTION OR BIDDING PURPOSES. ADMIN. PARKING DI 3COUNT 101/6 _ - G PARKING SPOTS Sheet Col TOTAL REQUIRED = 55 PARKING SPOTS I - cu INLET BOX SUMP=273.00' I F/L=272.50' OUTFALL STRUCTURE ELEVATION VIEW OUTFALL STRUCTURE SECTION VIEW OUTFALL STRUCTURE DETAIL SCALE. 1 ' - 5 Project No.: 1224 L Sheet Title: GRADING, ELEVATION & SWPPP Sheet C.2 i ` `tel N/F M.D. WHEELER, LTD. N/F CITY OF COLLEGE STATION #5 REBAR SPACED @ 45° 58.71 AC 3007/341 48.59 AC 3310/321 - t- AT EVERY CORNER s ZONED A-O ZONED A-O BOND BEAM w/2 -. #5 BARS 1 12" X 2" ANCHOR BOLTS (TYPICAL] • • S 47 41 00" E 212.40 . ....., ..C, YS 9 x33 »� 9 CMU WALL 40 ---Tw- 2b CMU WALL��.AL :.� P �a s ,� •� 7-0" . MAX I . PROJECT LOCATION 321 sf r . #3 REBAR "U' BAR S z 3 399 sf - G" x 24" h o� I ILOADING 35" s O S G" Thk. CONC., �T ►10a sf PAVEMENT TOP DOLLAR PAWN SUPERSTORES • _ -TERSO COOPER'S SUBDIVISION "A I & P.5. - �_ � , Io � • GRASS SLOPE \ / ° Lz.,. PART OF LOT I � 27 20 �- � i � _ _ 1.503 ACRES ;' LOCATION MAP 1 5 199 SQUARE FEET TOTAL 20' Ps. o NOT TO SCALE o F.F. 277.00 = I c� o r 24 ( w Q - O 0 c , c , m O ._ C.O w , w : 1 wNgy _Fn> w o "::....... LE' END: ; " z t r>£ f€££x£13. 6 Thk. CONCRETE PAVEMENT (3,000 si) ?: •......< ..:.: .,.._ NOTE. CONTRACTOR SHALL GROUT-FILL ALL CELLSCONTAININGp , ' o Q <.#3 REBAR @ 12° O.C.B.W. - - - - - - - FIRE LANE o - z I REBAR WITH 2,000 psi GROUT INCLUDING TOP BOND BEAM. - U I = w0 �/ �/ - - ACCESS EASEMENT w1 �ow2 z ww - w �G 18 I Sw-- EXI a�> , ;�ar t. Z Q 1 "' z� � N * BIKE RACK CONCRETE PAD SHALL BE G' x 9' IN SIZE STING I8 WATER LINE O U O � ;, cn O� Q� � _ PROPERTY LINE Z � � O m in RACKS NEED 3 SEPARATION FROM BACK OF CURB - SANTA 70.1 S(iufl! `Fcm€5 AVi-1, O Q �' - x > �U m - 8s as - TRY SEWER LINE _ � � 9702 S.F. STORAGE ONE STORY � , p � FS)Gln �_ - Ct) ° m - EASEMENT LINE it�11. $a a 30�) , � N O 5497 S.F. RETAIL ONE STORY � 00 m tu= � DBL. INVERTED U BIKE RACK (4-BIKE) DETAIL - C.M.U. WALL - ►- w c9 O I ZU Q DETAIL (TRASH BIN ENCLOSURE) STORM PIPE CULVERT PIPE Y . ...,.:... , C) O c) d w cn U / r r I? W OD I g > - M Q Q N.T.S. N.T.S. m J N -� ! w sa N 4/ LL-�7 EXISTIN POWER POL EXISTING SANITARY SEWER MH BOO - v O UU ct �o o Q IVO WHEELER, LTD. ELEC. T NSFORMER I ., tx..11441c. Lu Nim 2 EXISTING WATER VALVE w N Q n IL C�i N/F CITY Of COLLEGE STATION z m EDw C 3007/341 PLO D : O P IN , ��O�UU 4 N I -t o I� zZ 48.59 AC ..3310/321 I NED A-O ❑ WATER METER .• O Q- ^ I ; W 1 ZONED A-0 O CORNER U 1 w Ga'-4" / \ � o � 20 � o _ O PROPER,'.. FIRE HYDRANT ASSEMBLY U <: �•.. T� 5 I �) W U'jm / \� 132'-G' O / ��h \ 25 _ _ S 47 41 00 E 21 GENERAL NOTES. N h _ -- -- --2.40' 22 - '- - - - OWNER: TOP DOLLAR PAwV�/ SUPER5TORE , 4121 5.H. G SOUTH, C5, TX 77845 I I I r - - - - - = - -iiii 11 1111 9'-8" 1. BENCHMARK ELEV. 2, .25' - BENCH ARK ELEVATION IS TOP OF SANITARY SEWER N / �\� it 4 ®. / 2G I (-- • - • - - - _ MANHOLE LOCATED AT UTH PROPERTY CORNER. TOPOGRAPHICAL DATA WAS • I 40'- 10" I . i 2' - 1- - - PROVIDED BY CLIENT IN THEPEFOR G ATTI5 ENGINEERING IS NOT RESPONSIBLE FOR 0 5 REAR BLDG. SETBACK\ " � � 9 •� I THE ACCURACY OF THE.' POGRAPHICAL DATA SHOWN HEREIN. 20' I 21' 2. THE CONTRACTOR SHA �L E RE5PONSIBLEI FOR VERIFYING THE LOCATION OF ALL EXISTING •/� cl R27-G" I ' ( UTILITIES. AT LEAST 48 H URS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL(TYP=� 4 Nim \ / I I i nl') I I CONTACT DIG TE55 @ 1- 00-314-8377.+ �N / 3. ALL CONSTRUCTION SHA BE IN ACCORD NCE WITH B/C5 UNIFIED DESIGN GUIDELINES AND r--g: SPECIFICATIONS FOR WA R, SEWER, D (NAGE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED IN CCORDANCE TH THE CITY'S STANDARDS. ALL CONSTRUCTION ®® ® ® f 33 32 I sf TON z: I I "� SHALL BE COORDINATED TH THE CITY E GINEER'5 OFFICE PRIOR TO START. n 21 I 5'-G" 4. THE CONTRACTOR 15 RES ON5IBLF FOR L CONSTRUCTION SAFETY. CONSTRUCTION I I' LOADING 399 sf ° I I DRAWINGS DO NOT INCLU E NECE55;ARYj OMPONENTS FOR CONSTRUCTION SAFETY. 7 I �) I 5. LOCATION OF EXISTING B RIED UTIL1TIESI (HIS APPROXIMATED ONLY. OTHER I - •, L UTILITIES MAY BE FIRES THAT ARE�;NOT�HOEREN50HOWN, WN THE CONSTRUCTION DRAWINGS. THE 16 26 I TOP I I CONTRACTOR SHALL BE 5PON5IB IE FO LOCATING AND PROTECTING OF ALL BURIED UTILITIES. I8 O DOLLAR PAWN SUPERSTORES _ G. THE PROPOSED BUILDI<JG ) AND AS506 TED DIMENSIONS SHOWN HEREIN WERE PROVIDED BY °O 8 1 NwN i COOPER'S SUBDIVISION 18' P-9-.S. - 1 PATTER50N ARCITECT5 ( 9-775-G03G),I; O OU °0 I 7. THE SUBJECT PROPERTY S CURRENTLY ZONED C- I GENERAL COMMERCIAL. Z ( N PART OF LOT I 3G'-G" - I IW _ z 17 25 I tP • � 1 8. THE SUBJECT PROPERTY OE5 NOT LIE WITHIN THE LIMITS OF THE 100-YEAR FLOOD ry ¢ W 1 .503 ACRES I� HAZARD AREA AS E5TAB(SHED BY THE FEDERAL EMERGENCY MANAGEMENT W H » I 103'-4" I 1 5, 199 SQUARE FEET TOTAL 20' P.5. o I �" ( 210'-3" AGENCY: MAP NUMBER, 1'804 1 C031 OEl' EFFECTIVE DATE MAY I G, 2012. W EXISTING 18 W.L m '�, '� m 1 O I 1 _F.F. 277.00' 9 I 9. ALL PROPERTY INFORMA "ION FOUND HEREIN, INCLUDING METES AND BOUND Z Z - ' 14 i _ - I. Q o ,� W 5 v t- O� I O O -- i r z DESCRIPTIONS UTILTI EASEMENTS WERE PROVIDED BY STRONG c � RO G SURVEYIG CO, w I N I OVEMBER 2017 I r C7 I I w d- N 3 W 3 0 LL SIDE WAL KS AND RA S''SHALL BE I P CONST.UCTED`IN STRICT A , : N TR CT ACCORDANCE WITH A.D.A. Ua ' EXISTING a SAN. SEWER � > w r i U i _ O i i Q i w 1 _ AM o (AMERICANS WITH DISAB. ITIES ACT AND T.A.S. (TEXAS ACCES f �! a '' x ) R S BILITY STANDARDS) --- - - - u I Q REQUIREMENTS AND ST DARDS. TxDOT R-O-W„ - I r o z rn I U I U N 49'23'01 W 213.40' I TxDOT R-O-W _ ,L, O I 1 1 . ALL CURB RADII SHALL BI 3 FROM BACK OF CURB UNLESS NOTED OTHERWISE. ; N -� w I I O O I Z W LU 12. CONTRACTOR SHALL PLATE GRA55 SODL(BERMUDA) TO PROMOTE GRASS RE-@BOTH TO ALL z o c z Q ( I m I O N AREAS THAT HAVE BEEN t ISTUR13ED BY CONSTRUCTION. W" O O I 12G'-G" I � Q 13. BUILDING SETBACKS: F NT: 25' ,REAR: 15' ,SIDE: 7.5' c Z 17 W I �° -�' O CCD � 14. SITE SIGNAGE: SIGNAGE HALL BE PERMITTED SEPARATELY. N 9 Q Cn (D 9702 S.F. STORAGE ONE STORY u�I ( U 24 1- 1 �/ - 15.100% COVERAGE OF GR UND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A - � N 54'-97 S.F.TRETAIL ONE STORY 90' 00 CD = � c0 PERENNIAL GRASS 15 RE UIRED IN PARK NG LOT ISLANDS, SWALE5 AND DRAINAGE AREAS Lu C9 O O L I i d- Z U Q THE PARKING - ' FRED A. PATTERSON O 0 U d I I ( In U K G LOT SETBA K, RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED CD J J c\jJ 1 > u, I r0 Q DURING CONSTRUCTION. w .t � REGISTRATION NUMBER: 1038 " z I- F J - STATE HWY G FRONTAGE Z u- J 1 O o I N w m C9 I G. ALL ROOF AND GROUND OUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM O O - I _ - ( - D U THESE DOCUMENTS ARE NORTH BOUND LANE (ONE WAY) 23 U w (h 0 Q Q I H d VIEW OR ISOLATED 50 A NOT TO BE V1�5I6LE FROM ANY PUBLIC RIGHT-OF-WAY OR (ASPHALT) 1 W w N Q n u_ N RESIDENTIAL DISTRICT WITHIN 150' OF TEH SUBJECT LOT, MEASURED FROM A POINT FOR INTERIM REVIEW W Q C9 k" p ( 1 (n Tn z Z FIVE FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE & ARE NOT INTENDED FC R ( /� I z ( O BUILDING ARCHITECTURE ND SCALE TO 'MAINTAIN A UNIFIED APPEARANCE. REGULATORY APPROV - U I /� w I I N 17. EXTERIOR BUILDING AND ITE LIGHTING ILL MEET THE STANDARDS OF SECTION 7. 1 O BIDDING O U i / � I � � PERMIT OR ; U I / �\ �I o CE. THE LIGHT SOURCE SHALL NOT PROJECT D a I'-4° I I i BEOw AN OPAQUE Hou INC AND NO Ff' CONSTRUCTION PE S OF THE UNIFIED DEVELO- ENT ORDINAN STATE HIGHWAY G SOI TI-) Z Z ail I //. �. \ I HORIZONTALLY. URE SHALL DIRECTLY PROJECT LIGT o � i / \ � NT LLY. FIXTURE WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED � CONE OF LIGHT DOES NQF CR055 ANY IROPERTY LINE. 5, I i SITE ELECTRICAL/UN ERGROUND ELECTRICAL: W SITE LAYOUT & INFRASTRUCTURE y I . COLLEGE STATION UTI LIT E5 SHALL PROVIDE THE ELECTRICAL DESIGN /LAYOUT FOR THIS PROJECT. SCALE: 1" = 30' - I nI 2. CONTRACTOR SHALL INS ALL 3 - 4"O ELECTRICAL CONDUITS PER CITY SPECS. WITH Z �• I 40 2 I TH ONE g, 23' I WALL MOUNTED METER E,DX. LANDSCAPING P f-QL RMENTS: H PLEASE SEE SHEET C-3 F R LANDSCAPING LAYOUT AND ANALYSIS: ® H 2. A LICENSED IRRIGATION 5TALLER 15 REQUIRED FOR THE DESIGN � INSTALLATION OF f- �C / THE LANDSCAPING IRRIG TION, W NUMERICAL LEGEND: RESERVED 30'-5° 1 ® ®® RM WATER MITI ATION _ � STONOTES: w I . BENCHMARK: RIM ELEV. = 273.25 ( : I i :`'; I . I I 1 . CONTRACTOR/OWNER 15 RE PON5IBLE FOR FILING A NOTICE TO INTENT (NOI) WITH TCEQ PRIOR TO a BENCHMARK ELEVATION 15 TOP OF SANITARY SEWER MANHOLE I ..•..,, I I CONSTRUCTION (IF REQUIR ). a I I 2. THE CONTRACTOR 15 RESP NSIBLE 1 ....... STORM WATER POLLUTION PREVENTION ASSOCIATED WITH N R2T-G" LOCATED AT SOUTH PROPERTY CORNER. o 2. 6" SANITARY SEWER CLEAN-OUT: F/L = 273.00' - - - - - - - - - i THIS PROJECT. THE CONTP CTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE 1•�1 R20' 3 TRANSPORTATION Of 5EDII, ENT FROM THE PROJECT SITE. 3. ELECTRICAL PANEL LOCATION, SEE ELECTRICAL PLANS FOR LAYOUT ( R4' (PYP.) i 3. ALL STORM WATER PROD CED FROM THIS PROJECT SITE 15 MITIGATED FLOWS TO THE PARKING F� 4. 3/4" DOMESTIC WATER LINE SCH 40 CL200 PVC (140') RESERVED SIGN I I R2' I LOT AREAS AND I5 CAPTU ED BY INLET G TES. THE 5TORMWATER 15 THEN CONVEYED TO THE 5. UNDERGROUND ELEC, CONDUITS, 3 - 4"0 PVC (1 52') 12 VAN ACCESSIBLE 1 C COLORS: SIGN 2T 1 ( 26'- I "DRIVE AISLE 24' DRIVE AISLE ( 25' DETENTION POND FACiLI •LOCATED ADJACENT TO THE PARKING LOT AREA. ~ G. G" SANITARY SEWER LINE ( I GO'), SDR 2G PVC PIPE @ -2.0% GRADE MIN. LEGEND * BORDER BLUE 13 F/L IN= 273.00' RESERVED BACKGROUND WHITE PENALTY I I (I R15' (TYP.) ( WATER SANITARY EWER LOADINGS: U F/L OUT = 2G9.80'** MINIMUM PARKING WHITE SYMBOL ON BLUE BACKGROUND SIGN � � 1 � PROJECTED WATER � 5ANITA SEWER DEM'' NDS: � Ell (MINIMUM) _ AVERAGE PEAK I MAXIMUM nom. 7. WATER METER BANK LOCATION TEXAS MANUAL ON UNIFORM TRAFFIC SEE NOTE G. - - - - :.'`i - ' :'; j 25' 5-FP. - WATER I m 4 m 18 9p 9p 0 9Pd C� 5/8" DOMESTIC WATER METER BOX CONTROL DEVICES (R7-8)I - _ _ - a -a , I SEWER 1006 pd ------ 400 gpd " IRRIGATION METER * BOX - -T - - - - cn - - - - �a 2-3/8"0 GALV. I ® i SITE CLEARING AND RADING: 8. PROPOSED FIRE HYDRANT # I , 18" x G" TAPPING SLEEVE VALVE (SEE DETAIL W 1-02) PENALTY SIGN PIPE POST Ir 9. ELECTRICAL TRANSFORMER PAD LOCATION, 4'x 4' PAD COLORS: I . SITE PREPARATION: CON .ACTOR SHALL CLEAR AND GRUB PROJECT 51TE OF ALL TOP 10 ( ( SOIL AND ORGANIC MATE 'IAL TOP SOIL SHALL BE STOCKPILED ON-SITE AT LEGEND � BORDER GREEN O. COCS 25' P.U.E. (v765,p250) (v946,p22) (v4708,p230) 3" � - - - - - _ - _ - _ _ - LOCATION DESIGNATED B OWNER. W W VAN 1 L. COCS 25' P.U.E. (v9G I ,p7 15) (v4708,p230) BACKGROUND WHITE TxDOT R-o-w rxDOT R-O-w N 49°23 01 W 213. 0 30' 37 2. ALL AREAS THAT ARE FOU D TO BE PUMPING OR SINK-HOLES OR NOT TO BE IN I 1 4 0 F 12. 20 BRYAN R-O-W EASEMENT (v430,p5 I) (v4708,p230) G° TEXAS MANUAL ON UNIFORM TRAFFIC - - - - - - - - - - - - - - - - - - - - - ORIGINAL UN-EXCAVATED OMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH d' 13. 5T CROSS ACCESS EASEMENT ACCESSIBLE C i SELECT FILL, COMPACTED PER PROJECT'S SPECIFICATIONS. E*' CONTROL DEVICES (TYPE R7-5A) - - - - - _ - - _ - _ - _ - - _ � . 14. BIKE RACK, G' x 9' CONC. PAD (SEE DETAIL THIS PAGE) 3" - - - - - - - - - - - - - DEMOLITION / CONS RUCTION WASTE: - 18'-5"J9 I' R25' I . CONTRACTOR SHALL PRO DE CONTAINMENT FOR WASTE PRIG T A N 15. 5' CURB INLET BOX: TOP OF BOX=275.15', SUMP=273.00' VAN ACCESSIBLE SIGN 1 2 R O, AND DURING, $50-200 FINE 16. TYPICAL PARKING CURB STOP, FIXED IN PLACE FlIll!IIIIIIIIIII COLORS. 2. G.. DEMOLITION /CONSTRUCT N. SOLID WASTE ROLL-OFF BOXES /METAL DUMPSTERS71 17. PROPOSED FIRE HYDRANT #2, 18" x G" TAPPING SLEEVE VALVE WITHOUTVEHICL.E 9" LEGEND * BORDER GREEN SHALL BE SUPPLIED BY CI OR CITY PERMITTED CONTRACTOR(5) ONLY. Date Issued: 04/2013 18. 12" 0 RCP STORM PIPE (73') @ -0.5% PERMIT BACKGROUND WHITE 2. THE CONTRACTOR SHALL E RE5PONSIB REVISIONS: F/L IN = 272.50', F/L OUT = 272.12' STATE HwY G FRONTAGE LIQUID AND SOLID WASTE 550CIATED �E FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL / WITH THI5 PROJECT. THE CONTRACTOR SHALL USE ALL f e'. I 19. 12' x 12' TRASH BIN ENCLOSURE (SEE DETAIL) TEXAS MANUAL ON UNIFORM TRAFFIC : ' •• NORTH BOUND LANE (ONE WAY) 64 MEANS NECE55ARYTOP VENT THE OCCURANCE5 OF WIND BLOWN LITTER FROM THE PROJECT. 1 THROAT 1 IRE FLO 20. 6' CURB CUT OPENINGS (2) CONTROL DEVICES (TYPE R7-8A) 12"0 2 O (ASPHALT) FIRE PROTECTION � *ANALYSIS: 2 1 . DETENTION POND OUTFALL STRUCTURE, SEE SHEET C-2 1 . PROPOSED BUILDING 15 I , 199 s.f. AND SHALL BE BUILT OF TYPE 11-B CONSTRUCTION. �• CONCRETE 350'-9" TO FUTURE 2. PER THE INTERNATIONAL FI .E CODE 201 , TABLE B 105. 1, A MINIMUM OF 2,000 m. OF FIRE Drawn B . Joe G 22. LANDSCAPE BLOCK WALL (5 12'j -SEE SHEEP C-2 FOOTING BARRON ROAD ( 9 p y 23. 24" RCP CULVERT w/SAFETY END TREATMENTSFLOW PROTECTION NOTES 3. PRO 05ED FIRE HYDRANT HYDRANTS # 1 AND #2 ARHOURS E LOCATEDED ALONG SSTATEDHWY G FRONTAGEOAD. Checked By. Joe G 45' @ -0.5% , F/L IN = 272.35' , F/L OUT = 272.12- 1. ALL SIGN HARDWARE TO BE GALVANIZED. STATE HIGHWAY 6 SOUTH PARKING/PAVEMENT ESIGN R Patterson Project No.: 1224 24. 2' WIDE CURB OPENING (CURBED) - I OLONG 2. USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MULTIPLE RESERVED PARKING SPACES. Building Inventory NO.: N/A i 25. A.D.A. WINGED RAMPS (DETAIL 5W2-0 I ) ARROW SHOULD BE OMITTED WHEN SIGN IS TO BE USED TO MARK A SINGLE SPACE. 1 . ALL PAVING SHALL BE G" T1 I ICK REINFORCED CONCRETE WITH #4 REBAR (GRADE GO) AT 18" ON 2G. HANDICAP SIGNAGE (3) - SEE DETAIL THIS PAGE 3. FURNISH AND INSTALL SIGNS AT ALL HANDICAP PARKING AREAS. SITE EASEMENTS, SETBACKS & DIMENSIONS CENTER, BOTH WAYS. COI, CRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS Protect No.: 1224 4. MOUNTING HEIGHT SHALL BE AS FOLLOWS: RESPONSIBLE FOR MAINT, LNG SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) 27. ROOF DRAINAGE DOWN SPOUT LOCATIONS SCALE: 1° = 30' 28. OFF-SITE DRAINAGE FLOW-THROUGHBY-PASS SIGN LOCATED IN GRA55 OR PLANTING - G'-3" 2. 5UBGRADE SHALL BE STA LIZED PER CITY SPECIFICATIONS Sheet Title: ( SIGN LOCATED IN PAVEMENT/PARKING LOT - 0-3" 3. CONTRACTOR SHALL CON CT ENGINEER PRIOR TO PLACEMENT OF CONCRETE. THIS DRAWING IS RELEASED UNDER THE AUTHORITY OF PARKING ANALYSIS: SITE PLAN JOE I GATTIS, PE, #909@4, FOR THE PURPOSE OF PROVIDED PARKING: 55 PARKING SPOTS (INLCUDE5 3 HANDICAP SPOTS (I VAN) REQUIRED PARKING: HANDICAP 'VAN ACCESSIBLE' PARKING SIGN DETAIL REVIEW ONLY. THIS DRAWING IS NOT INTENDED FOR GEN COMMERCIAL = R L (I per 250sf) 15, 199 s.f. 6 I PARKING SPOTS N.T.S. ADMIN. PARKING DI COUNT (!;0%) = G PARKING SPOTS CONSTRUCTION OR BIDDING PURPOSES... IOTALREQUIRED = 55 PARKING SPOTS Sheet C.1 1 TG= 276.00' TC=276.00' o a o - J 7 � DI SCti R A E POI NTS OCC 1 R TC=276.00' � I TOP Of WALL— 275.50 FOR INTERIM REVIE & ARE NOT INTENDED F )R v0 I REGULATORY APPROV i TC=275. 15' ,..,°. `,,,, a,� �/� BIDDING, PERMIT OR "d lrV"FTrrlrT,0 fSCN( tIMAKf\=Z/�.G9' 1 IUt" ur INLM DUX=G/5.19' STATE HWY G SOUTH FRONTAGE 8" WIDE,LAND5CAPE TOP OF PAVEMENT= 274.65' TOP OF WALL=275.75' BRICK WALL — #3 BARS @ 12" O.C.B.V,. TOP OF WALL=275.75' TOP OF BOX= 274.70' TOP OF BOX=274.70' .......: SITE GRADING & ELEVATIONS 12`0 RCP @ 05% SCALE: I"= 20' INLET BOX SUMP=273.00' F/L=272.50, r l OUTFALL STRUCTURE ELEVATION VIEW J OUTFALL STRUCTUREE S CTION VIEW FC _ OI - INT OUTFALL STRUCTURE DETAIL i SCALE: 1" = 5' Drawn By. Joe G (, Checked By. Joe G Patterson Project No.: 1224 Building Inventory No.: N/A )PAWING IS RELEASED Project No.: 1224 � R THE AUTHORITY OF Sheet Title: GRADING J GATTI5, PE, #90964, _ PURPOSE OF REVIEW ELEVATIONS THIS DRAWING IS NOT SWPPP :D FOR CONSTRUCTION 31DDING PURP05E5. Sheet C.2 i - J 7 � DI SCti R A E POI NTS OCC 1 R TC=276.00' � I TOP Of WALL— 275.50 FOR INTERIM REVIE & ARE NOT INTENDED F )R v0 I REGULATORY APPROV i TC=275. 15' ,..,°. `,,,, a,� �/� BIDDING, PERMIT OR "d lrV"FTrrlrT,0 fSCN( tIMAKf\=Z/�.G9' 1 IUt" ur INLM DUX=G/5.19' STATE HWY G SOUTH FRONTAGE 8" WIDE,LAND5CAPE TOP OF PAVEMENT= 274.65' TOP OF WALL=275.75' BRICK WALL — #3 BARS @ 12" O.C.B.V,. TOP OF WALL=275.75' TOP OF BOX= 274.70' TOP OF BOX=274.70' .......: SITE GRADING & ELEVATIONS 12`0 RCP @ 05% SCALE: I"= 20' INLET BOX SUMP=273.00' F/L=272.50, r l OUTFALL STRUCTURE ELEVATION VIEW J OUTFALL STRUCTUREE S CTION VIEW FC _ OI - INT OUTFALL STRUCTURE DETAIL i SCALE: 1" = 5' Drawn By. Joe G (, Checked By. Joe G Patterson Project No.: 1224 Building Inventory No.: N/A )PAWING IS RELEASED Project No.: 1224 � R THE AUTHORITY OF Sheet Title: GRADING J GATTI5, PE, #90964, _ PURPOSE OF REVIEW ELEVATIONS THIS DRAWING IS NOT SWPPP :D FOR CONSTRUCTION 31DDING PURP05E5. Sheet C.2 _ 1 _ v I I I CITY OF COLLEGE STATION MONUMENT #131 I I I I 11 CITY OF COLLEGE STATION 25' UTILITY EASEMENT I I I I I I CITY OF BRYAN 1 I I 20' R.O.W. EASEMENT FOUIND 1/2" IRON ROD ( I I I I (WITH CAP STAMPED "H.P. MAYO RPLS 5045 (WEST CORNER LOT 1) I ( I I PROJECT INFORMATION: TOP DOLLAR PAWN COLLEGE STATION II � SANITARY � SEWER UNE r.iTv nF rrni'Fr;F- srannN - -_ STATE HIGHWAY 6 SOUTH, COLLEGE STATION TEXAS 77840 • ` 1.503 ACRES OF LAND BEING A PART OF LOT 1 OF THE COOPER'S SUB ® DIVISION. APPLICANT INFORMATION: SCOTT PEARSON O 22008 WOODWAY DRIVE, WACO TEXAS 76712 DES, PAINTED PHONE: 254.772.2737 112' IRON ROD FAX: 254.772.2814 OWNER INFORMATION: THE BEHRINGER GROUP 11 203 DOUGLAS DRIVE, WACO TEXAS 76712 K 14 I I PHONE: 254.732.5288 too *1 FAX: 254.732.5287 DATE OF SUBMITTAL: 28 FEB., 2012 ARCHITECT INFORMATION: DOANS & ASSOCIATES o 11700 SOUTHWEST FREEWAY, SUITE 205 HOUSTON TEXAS 77031 I I PHONE: 281.564.2200 ORDINANCE ORMING THE FAX: 281.564.2700 SITE AREA: 65,516 SQ. FT.' FLOOD STATEMENT: THIS PROPERTY DOES NOT APPEAR TO LIE WITHIN THE 100 YEAR FLOOD I PLAN AS DELINEATED BY THE FEDERAL INSURANCE ADMINISTRATION'S NOTES: "FLOOD HAZARD BOUNDARY MAO". COMMUNITY -PANEL NO. 48041CO201D. II � SANITARY � SEWER UNE r.iTv nF rrni'Fr;F- srannN - -_ _. e�.rsee�avr+arfrias • ` - ® 25' UTILITY EASEMENT BOL.(TYP.) LEGEND: � O n DES, PAINTED I: 112' IRON ROD I_ p" 11 DUMPSTER ENCLOSURE. K 14 I I Mr - ' too *1 I I 1 w 1 11 1 PART LOT 1 PYLON SIGN o I I of I I I CITY OF COLLEGE STATION, TEXAS ORDINANCE ORMING THE AND EASEMENT WITH THE CITY/COUNTY DEPT. WORK. THE MONUMENT SIGN WILL BE PERMITTED rLL I LINE o o I N NOTES: G UNE V. 5286, P. 253 PROPOSED F E HYDRANT O 16 I �p �j ALL WORK i WITH CODES, REGULATIONS AND ORDINANCES I I OVERHEAD et !ealssx r 1 .. OF TEXAS I ELECTRIC coo II rill JURISDICTIC14 AT THE SITE OF CONSTRUCTION. I I U2 CONSTRUCTION TiNASAM ` ` FOUND 1/2' IRON ROD ( I I I (WITH CAP STAMPED I I 55_10 195'-0" 18il 9� LU O "H.P. MAYO RPLS 5045') E B Y CITY 0 LACY LAKEVIEW. - --- - am �.� mut InP.I I Q -; - '.,jjjJ�AIfiF✓fEyTijtyJbFFN G _ 1 N 40O 361 10II E 310.90 G vise WORK WITHIN THE PROPERTY AND 1N THE STREET RIGHT OF I I LI I ---J -- ,4 --------------- VA 33P. � F°MFLTIN,F•'r' I ..�, IIIwmm I 1P. Q I �4 THE CONTR ovum a .t PROVIDE & MAINTAIN ALL SIGNS, BARRICADES AND I' I I I I I I 650 LtJ _ wi$4 4», j W � A( I I I 1 I SQ. FT. AND SURRC JNDING BUILDING D: PARKING5'-I10' I I IPROPOSED O5 ELECTRICAL SPECIFICATIONS FOR MONUMENT AND PYLON SIGN 24'-0• L 19'-0 1 '_o\� I \ \ 13,697 SQ. FT. TO B® DED BY SIGN > PROPOSED 16,2 J I I 16 ' 4 I /'' ' \�� RETAIL 761-6" SIDEWALK F► 5" THICK WITH #3®16" O.C. p 11,000 (ACROSS. ACCESS , 2 x/, I / \� \ BUILDING I \ \ Q I 16,270 SQ. FT. ESTM) 3 # _ ___.i._____ �4 Q c� 10 ¢ LESS THAN 10 Va = 6.5 - 7 I SERVICES T AND 0THE II • io w o = 65 - 7= 58 NOS. ry O O REFER TOCIVIL PLAIN rUr NEW PAVING AND DETAILS. 71.3 w 0 � PARKING SPACE ROVIDED 58 NOS. H _ .W n) _- - 0 1, I Ito I 11 1� IS ZD x X ~ 12 1 15 16 17 18 19 20 2122 23 24 25 26 27 28 29 30 31 11 5" THICK C1 CRETE PAM 1 -6 00' 162'-co (� 1!6 al ( I Z I I I 1 — 02 A1.0 o O2 7" THICK CC CRETE 0AVIN13 FOR DUMPSTER AREA. 'Q N d CL0 Q of I I I I I I ( 108'-0' M' 16'- 6' 36'-0' 80'-11• 33 III I I I 6-6 V I I I I43 42 41 40 39 38 37 36 35 34 3 32 3 I E:P. so O W 11 14 c 58 55 54 53 52 51 50 49 48 47 46 45 44 W I I I 11 157 16 19'-0" 1 1 I1 156 . I I� 3 0 �'_ N 1 x..10.• 11 rn b O ACCESSIBLE ADA RAMP I I ( I) I S 40023'48" W 304.60' A5 AT 1:12 FOUND 3/8' IRON R0 RE' 13/C1 1 (SOUTH CORNER LOT ) I io 1 N b) N49042'0711E III I II I THOMAS R. BARKER c 52.11' I I ( II I V. 3195, P. 127 I IIIII�I II I I I1�5~W"s THE EASEMENT RECORDED IN VOLUME 98, PAGE 732 O REE 18/C1..EL 1 FOR DETAILS .o. ® 7 ACCESSIBLE PARKING III I P P OSIGNS REFER TO 20/01.1 p,p,A IS A BLANKET EASEMENT AND CANNOT BE LOCATED Q 4" WIDE STRIPES ® 24" s MH FROM THE RECORD INSTRUMENT. B�NCHMARK 1 O.C. PAINT WHITE. ELEV.-273.25 o CENTERLINE OF NEIGHBOR'S DRIVEWAY FOUND CONCRETE R.O.W. n n °D MONUMENT "TYPE I" ® ACCESSIBILITY PAINT SYMBOI 60" SQUARE. WITH 4" WIDE BORDER. 02 ACCESS PARKING DETAIL SCALE: 1/8"=I' -O" SITE PLANON O� SCALE: 1"=30' PLAT SHOWING THE CONTOURS OF 1.503 ACRES OF LAND BEING A PART OF LOT 1 OF THE COOPERS' SUBDIVISION, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, ACCORDING TO PLAT RECORDED IN VOLUME 4708, PAGE 230 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. SAID LAND IS ALL THATCERTAIN TRACT DESCRIBED IN A DEED FROM GREGORY A. RICKS ET UX, AGNES ANN RICKS TO FARAH JAVID-MAJD RECORDED IN VOLUME 5347, PAGE 261 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. ,w rn M M Nt 59'-3" z 0 c FOUIND 1/2" IRON ROD VICINI' Y 1V4AP N.T.S. ® w�w � � BOL.(TYP.) LEGEND: � O (WITH CAP STAMPED DES, PAINTED N 6 c41 112' IRON ROD DUMPSTER (Y p" 11 DUMPSTER ENCLOSURE. K 14 I I U.E. PROPERTY "H.P. MAYO RPLS 5045") IT POLE (TYP.). - 13 PYLON SIGN BY OTHERS); (NORTH CORNER LOT 1) A.E: N ORDINANCE ORMING THE AND EASEMENT WITH THE CITY/COUNTY DEPT. WORK. THE MONUMENT SIGN WILL BE PERMITTED rLL I LINE o o I SITE PUN NOTES: G UNE 15 PROPOSED F E HYDRANT 16 I �p �j ALL WORK SHALL COMPLTji WITH CODES, REGULATIONS AND ORDINANCES I N FOR THE STATES OF TEXAS AND ALL OTHER AUTHORITIES HAVING JURISDICTIC14 AT THE SITE OF CONSTRUCTION. I U2 CONSTRUCTION OF ALL DRIVEWAYS IN STREET RIGHT OF WAY SHALL BE I LU O CONFORMA E B Y CITY 0 LACY LAKEVIEW. - --- - Q -; CONTRACfdR SHALL'-OBT IN AND PAY ALL FEES & PERMITS NECESSARY TO 9 - D I X p Q PERFORM ALL WORK WITHIN THE PROPERTY AND 1N THE STREET RIGHT OF co WAY. �4 THE CONTR CTOR SHALL PROVIDE & MAINTAIN ALL SIGNS, BARRICADES AND I' LtJ TRAFFIC CC 4TROL AS REQUIRED BY SAFETY TO ALL PEDESTRIANS, VEHICLES PARKING AN, N LYSIS: AND SURRC JNDING BUILDING UTILITIES DURING THE CONSTRUCTION. PARKING5'-I10' _j O Lli L� O5 ELECTRICAL SPECIFICATIONS FOR MONUMENT AND PYLON SIGN = I— TO B® DED BY SIGN COMPANY. PROPOSED 16,2 J C7 SIDEWALK ALL BE MIN. 5" THICK WITH #3®16" O.C. 11,000 Q I 16,270 SQ. FT. x 4 = 65 Q O REFER TO CIVIL, ELF,'. ES LESS THAN 10 Va = 6.5 - 7 U) W SERVICES T AND 0THE SITE. PARKING SPACE w o = 65 - 7= 58 NOS. ry O O REFER TOCIVIL PLAIN rUr NEW PAVING AND DETAILS. w 0 � PARKING SPACE ROVIDED 58 NOS. H _ .W n) _- - (INCLUDING 3 HANDICAP PARKING'` SPACES)'' IS II ---------- EASEMENT OR LOT DIVISION LINE ® w�w � � BOL.(TYP.) LEGEND: � O f DES, PAINTED N 6 c41 112' IRON ROD DUMPSTER (Y p" 11 DUMPSTER ENCLOSURE. K 14 I I U.E. PROPERTY LINE IT POLE (TYP.). - 13 PYLON SIGN BY OTHERS); ';SIGN COMPANY SHALL COMPLY WITH CODES, A.E: N ORDINANCE ORMING THE AND EASEMENT WITH THE CITY/COUNTY DEPT. WORK. THE MONUMENT SIGN WILL BE PERMITTED rLL I LINE o o II ---------- EASEMENT OR LOT DIVISION LINE ® HANDICAP S BOL.(TYP.) j O 4" WIDE STR DES, PAINTED IISC. IMPROVEMENTS DUMPSTER (Y p" 11 DUMPSTER ENCLOSURE. K 14 I I U.E. U� TILITY EASEMENT IT POLE (TYP.). REFER TO DWG.E1.0. 13 PYLON SIGN BY OTHERS); ';SIGN COMPANY SHALL COMPLY WITH CODES, A.E: AERIAL�EASEMENT ORDINANCE ORMING THE AND EASEMENT WITH THE CITY/COUNTY DEPT. WORK. THE MONUMENT SIGN WILL BE PERMITTED SEPARATELY I B.L. BUILDING G UNE 15 PROPOSED F E HYDRANT 16 I �p F.C. FILM CODE I N L.S. LIGHT STANDARD SB STEEL 'BOX I EB ( EL.ECI IC BOX I LU O P POWE POLE W.V. WATER VALVE 9 - D I X p Q S• •H• SAN... 3 EWER MAN HOLE co 1 I 0 I' z N PARKING AN, N LYSIS: 45'-0• PARKING5'-I10' I _J PROPOSED 16,2 SQ. FT.'' BUILDING 0 11,000 I 16,270 SQ. FT. x 4 = 65 i LLC) LESS THAN 10 F 65 = 6.5 - 7 U) W . I x Q T_- PARKING SPACE EQUIRED = 65 - 7= 58 NOS. ry O 0 � PARKING SPACE ROVIDED 58 NOS. H _ .W n) _- - (INCLUDING 3 HANDICAP PARKING'` SPACES)'' IS ZD x X ~ 3� — KEYS ' o c 11 5" THICK C1 CRETE PAM LED&DIRD&AN (� O2 7" THICK CC CRETE 0AVIN13 FOR DUMPSTER AREA. 'Q N d CL0 — O3 6" CONCRE CURB. REFEF TO DWG. 07/C1.1 & 11/C1.1. FOUND 318 -IRON ROD I � O (EAST CORNER LOT 1) ® 5" THICK CCIICRETE SIDEWALK & CURB. REFER TO DWG. 14/01.1 & 15/C1.1. O HANDICAP R MP 0 MAX. SLOPE 1:12. REFER TO DWG. 13/C1.1 & 16/C1.1. © CONCRETE W EEL STOP. REFERT TO DWG. 18/C1.1. O HANDICAPS N. REFEIR TO DWG. 20/C1.1. (TYP.) ® HANDICAP S BOL.(TYP.) j O 4" WIDE STR DES, PAINTED WHITE (TYP.) 10 DUMPSTER (Y OTHERS) 11 DUMPSTER ENCLOSURE. RErER TO DWG. 05/C1.1. 12 PARKING LIG IT POLE (TYP.). REFER TO DWG.E1.0. 13 PYLON SIGN BY OTHERS); ';SIGN COMPANY SHALL COMPLY WITH CODES, REGULATION; BEFORE PER ORDINANCE ORMING THE AND EASEMENT WITH THE CITY/COUNTY DEPT. WORK. THE MONUMENT SIGN WILL BE PERMITTED SEPARATELY 14 GREEN AREA 15 PROPOSED F E HYDRANT 16 DETENTION' ND DRAW VU SITE PLAN DAM' DRAwN Br 01/2012 ar: J.D. 21005- Retail ►o' co PROPOSED DRAINAGE, PAVING WATER & SANITARY FACILITIES TO SERVE DATE HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com INDEX OF DRAWINGS SHEET N0. COVER SHEET C1 SITE DRAINAGE, DETENTION, PAV[NG, & GRADING PLAN C2 r DETENTION CALCULATIONS C STORM POLLUTION PREVENTION PLAN C4 SITE UTILITIES PLAN CS CONSTRUCTION NOTES & DETAILS C6 i Scale: Horiz. NA IDP COLLEGE STATION Vert.: NAPC]F TF9oo°°� H p* o THE SEAL APPEARING ON THIS COVER SHEET Drawn By: SA Date: 02-13-12 DOCUMENT WAS AUTHORIZED BY JRANAF, MAHMDODB RANA F. MAHMOOD, P.E. 101163 ON 101163 02-27-12 °�c' �rCetV �� HIGHWAY 6 SOOT Design By: RM Date: 02-13-12 Q_ coda 7N�q a COLLEGE STATION TX x'840 Checked. By: RM Date: 02-1312 �`'"�"��/' Project No. 12-104 Drawing No. 12104100 Sheet C1 of C6 0 ,° Cu PROPOSED PAVEMENT VICINITY MAP (NOT TO SCALE) TOP OF BANK 2' 0.5' 3'-0" 0.5' 2' TOP OF BANK 276.00 RE: PLAN 276.00 RE: P 5'-0" GRADE ELEV. MAX W.S.E. 275,50 6" CURB / 1 IEM SS J.ozvERFiow 1 \ \ / / / 1 1 \ /i\\i�\\/ RE: PLAN S-0" S-0" (Iyl,) ALLOWABLE I �P ,��6 •� ELEV. 275.50 . PONDING L�� w 5" THICK CONC. 5 5 - /P ,J �TYP. SLAB REINF. � _ - I O O H WAY 18' O.C. (EA. WAY) (E _ - � LJ �- STORM INLET (TYP.) � , - I I I I ' 9 ~ Z U .f SLOPE VARIES III I RE: PLAN FOR , NOTE: REFER TO PLAN FOR BREAKDOWN FOR MAX, PONDING J� y9j„ ,p SITE ( G o _ _ ( !!_ FLOWLINE ELEV. BEING UTILIZED FOR EACH INDIVIDUAL DETENTION AREA. ti O d� CITY OF COLLEGE N ,- cMv w In t- \ l TYPICAL SECTION +�? S1PAI,E IN. SLOPE = 0.159 I NPROFILE, STATION MONUMENT d \ / � TYPICAL DETENTION , L y #131, W 1-_D T INF NOT To SCALE 0 PAVEMENT SECTION CIS O O 0 } r F TYPICAL EXTREME EVENT �VERFLUW� 0 * ONT. W/ #3 STIR. O 18 O.C. SWALE (NOT TO SCALE) T� F Fd ,CQNCRETE-LINED _ _ I URL! -E MARTIN � o > > = v_ CONTRACTOR SHALL CONNECT ALL irl DOWNSPOUTS W/ 8" HDPE PIPE TO DR. STARLING Q N ca J UNDERGROUND STM SWR (TYP). RE: 40 20 0 20 40 Feet w ARCH. PLAN FOR DOWNSPOUT SIZE AND 41. w LL LOCATION. - SCALE: 1 „_ 20' LEGAL DESCRIPTION �o `4 "moi o I _2�5 - �-4 1',.503 ACRES OF LAND BEING PART OF LOT 1 OF A TRACT OF rn °' L" w 1.HB 275.60 1.HB 275.60 / 1 HB 275.60 I COOPE 'S S, DIVISION, IN COLLEGE STATION, BRAZOS COUNTY, 2 -FL 275.35 \ 2.FL 275.20 / FL 275.05 I 10 21 14 21 TEXAS, ACC DING TO PLAT RECORDED IN VOLUME 4708, PAGE 230 3.H8 275.60 \ 3.HB 275.60 (N 40°35'00" E 310.88') SWAT E 275.60 OF T HE bF I IAL RECORDS OF BRAZOS COUNTY. o I I PP 0 EXISTINGPOWER POLE 3 0 '10"E 310.90' \ 3 (TYp ) / I I,HB 3 FOUND 1/2" IRON ROD G 275.60 AN TOP OF BANK (RE: PL' TOP OF BANK I I �„_ rf SWALE 6 0.16% _ 2 _ _ ELEV 276.00 ELEV 276.00 SLOPE o \ 1 o 0 G 275.6 3- - _ _ G 275.6 I 1 CB -4 _ v \'t o P.P. -- - - - o PROP CB18 WATER ELEV. 275.50 275 276.05 / TG 275.00 \ I � FL 272.05 - 3 3 0 L� ��-�1 ��-�) �.! n I- - - -I 0 // \ \ I SOD/GRASS -) I I- TOE ELEV 26$.40 FLOOD PLAIN DATA I \ I Z (TYPICAL) . � i. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN b - - / / N i AS DELINEA �D BY THE FEDERAL INSURANCE ADMINISTRATION'S 75.3 TC 275;45 ( PROP. 1�STORY // / / o G 275.60 ,� a _ 0 TYPICAL DETENTION POND SECTION A A "FLOODHAZARD 48041CO201D. BOUNDARY MAP," COMMUNITY -PANEL NO. / ( / BUILDING / 13,697 S.F. cv / y 0) w p o- (NOT TO SCALE) ""-276.00 A `� w LEG Nl STORM SEWER (HDPE. WITH SMOOTH BORE AND `* I DETENTION CALCULATIONS RUBBER GASKETS) -�- i TC 275. 5 / / ?"� PROPERTY LINE PROP. 32' DRIVEWAY I ( I -� 275.5 - - - - - / w m SITE AREA _ 65,470 S.F. (1,503 AC.) HIGH POINT (H.P.) WITH 54'2-24' RCP CULVERTS WITH SETS & "D" INLET. SIZE & ( I .� I \ \ / , > !� DETENTION REQUIRED (RE:DETENTION CALCULATIONS SHEET C3) = 31,931 C.F. (01.73 AC -FT) _�,,;_ DIRECTION OF FLOW GRADE OF CULVERTS TO BE I ( ( ,�: TC 275,95 275.10 \ \ / / �p / CL tO •A / �? DETENTION PROVIDED IN POND - = 21,475 C:F. (0.493 AC -FT //''�XI CONFIRMED BY TXDOT N t"� 3 \ 2�5 75 \ \ / \ / v / C3 DETENTION PROVIDED ON PARKING = 9,496 GF. (0.218 AC -FT) OR T.=FILLED STORM SANITARY SEWER MANHOLE P.=OPENTO / M ® TC 275.60 �_ a \ \ \ \ I / / n / / _ DETENTION PROVIDED PIPES &INLETS - 975 C,F, (0.022 AG-FT)� EX PPR ST.=FILLED CATCH BA IN (C.B. BY PARK EQUIPMENT, FTC -2 75.80= \ / Q---- I C9-6 ' TOTAL DETENTION PROVIDED 31,946 C:F. (0.733 AC -F P.=OPEN HOUSTON 713=937-7602) OR EQUAL (RE. SCHEDULE FOR SIZE) I ,yp 1 I TP 275.30 \ f -----° --- - PROPCBI8 d TO 275.00 FL 277.87 NET DETENTION PROVIDED = 31,931 C.F. (0.733 AC -FT.) Z 0.73 AC -FT 34 ACCUM DRAINED AREA (ACRES) TC 5 5 TC 275.90 TC 2 5.90 2 •400 TP 275.40 TC 5.60 5,60 .: �TC .8 ACCUM FLOW RATE {CFS) tD " TP 5.40 TP 5.10 / 275.80 MAX DETENTION WATER SURFACE ELEV (W.S.E.) = 275.50 >. - (, ' I ,I I 274.9 ® ® S ( - � / I RESTRICTDR CALCULATION � � AREA DRAINED PER INLET (ACRES) 4 FLOW RATE PER INLET (C Q . 3' = 12 I C 276.0pp 5.5@ / / TC 275,75 275.15 275.00 PROP CB24 // , PROP CB24 TP 274.90 \ / Q = CA x (2g)/2 x (H)�2 EXISTING GRADE ELEVATIONS I 75. TO 274.75 / FL 271.92 / TG 274.75 (. /�/ .► \ / FL 271.70 �• Q t/2 i/4 D = Q'/2/ (2.25 H ) Npo/ EXISTING GRADE CONTOURS _ 3 I ( I C8-1 ,,,E__ 274.9 275.10 1.0 _�,,_ TP 2T4.9 _.,�_TP 274.9 1p 275.10 ��. / I �rE TP 274.9 QQ'S+ �y TC 275.0 q� : r b -.F- TP 274.9 OR Q = OUTFALL DISCHARGE (CFS) _ 4.10 CFS �� MillP p ( I \ OP CB24 PROP. PVT, 103'-12' 3' CB -3 PROP.- VT. 108'-18'0 @�1 HDPE @ 0,207. CB -6 6� � 76 0 / / / C = RUNOFF COEFFICIENT= 0.8 H. ,.M.R'. HARRIS COUNTY MAP RECORDS F I I G 274.75 \ HDPE a 0,32% ,�9e A =ORIFICE AREA (S:F) . H. .C.F. HARRIS COUNTY CLERK'S FILE Q I i PT 275.5 L 072.25 \\ C 27 .40 TC 275.85 & \ , PROP, PVT, 37 -24 HDPE @ / L g =GRAVITATIONAL FACTOR 32.20 STORM SEWER H HEAD FEET = 2.3 PIPE RE; PLAN ) I H I 275.10 274.85 TC 275,75 0,20% TC 275.75 = �/a FLI X.XX FLOW LINE ELEVA11ON J , p00 . \ T' S \ . TC 275.45 / TC 275.60 I 510 �/� FEET 25xU TG CX.XX PROPOSED ELEVATION OF TOP OF GRATE OF INLET _ �\ D 8.601NCHES E 8 INCHES GROUT SOLID ® FULL TC XK.XX; PROPOSED TOP OF CURB ELEVATION I 1P 275.0 „ ...... I t. ... . ... • LENGTH OF RESTRICTOR C 275.70 75.0 n.o aj o 7 TOB 276.00 a , ' TP XX XX PROPOSED TOP OF PAVEMENT ELEVATION N ,Sf TC 276.00 TC 27 8 / -w TP 27 .0 C3a 100 WSE 275.50 / •. • . 8" PVC RESTRICTOR PIP 7W 7{X.XX PROPOSED TOP OF SIDEWALK ELEVATION �' PR POSE EXTREME EVENT R -FL CONCRETE STRUCTURE , 4'-0" LENGTH (RE: PLAN) FG X.XX: PROPOSED FINISHED GRADE ELEVATION LO \ TC 275.85 TC 275.7 (R ' DETA L ON THIS SHEET) ,6 F 1.63 � TC 27 75 TC 275. 0 TC 27 75 3 TP 5 N I DETENTION SUMMA RY I `< 3 C 276,2 TC 275.95 / v%r'c o I / A. AREA SERVICED (NEW DEVELOPED AREA)= 1.503 ACRES I 75 5 / ,�, PROP. PRIVATE � N B. DETENTION STORAGE VOLUME REQUIRED= 0.703 AC -FT Zai �o DETENTION POND N o m� ?/ cd 3i1 C. DETENTION STORAGE VOLUME PROVIDED= 0.703 AC -FT v, TC 275 75 o (TO BE MAINTAINED ,,, BY OWNER) D. MAXIMUM DESIGN WATER SURFACE ELEVATION= 275.50 I TC 275.85 TC 275.60 75.1 PROP C824 TC 275.60 275.0 �^„ w o w TP 276.10 E. MAXIMUM OUTFALL, RATE ALLOWED- 4.10 CFS F. MAXIMUM OUTFALL RATE PROVIDED= 4.10 CFS \ w TC 275.85 TC 275.00 1P 5.3 TG 274.75 FL 272.14 TC 275.65 *T"��FL o 8,40 I "5 G. RESTRICTOR SIZE= $INCHES \\ TP 275.2 CB -2 ..�- TP 274.9 ®.55FTC-2-7-5-.7-01- 5'x5' CEMENT STABILIZED ,I SAND ( I I I \ TC 275.90 TC 275.75 TC 275.0 5.0.. / I �� ® I 0.81TP -- - ---- - - - - - - - - - - -- _--.:_ - -- - - - - Storm Sewer CalCUlabon Form ` _ 275 r 97 .0 5.50v N I PROP, , V 45 0, 0 W 24 # VC P P -MH -2 / PROP, VT, 184 3 0 PVC SCH, 80 STORM FORCE MAIN ` / FL 24' 268,33 TOB 276.00 \ P -MH -1 \\ j PROJECT: 713P College Station :, -- --- -_-___ -__ _______- IJOB NO: 12-104 !DESIGN STORM = 5 Year Curve ! i -t (d+TC)Ae Y - TFL,=Flowline ES RI T \ (S 42 3525 W 304.68) 3 FORCE MAIN FL 27 0 • �- • FOUND 1/2" IRON ROD - j- - - --- -- ;SYSTEM: - - Brazos County - j -- - Tc - --� - -- - - -- - ` - - - HG= HydlualiC Gradlerit 10 min 60 la +62o 20 FOUND 1/2" IRON ROD 8 40°2348" W 304.60' TC 275.85 Q G 276.10 /� BY_ ;- Wali Khan - b= 76.00 C - !UP=Upstream , I PROP STM H•1 TO 75.6 g PROP sTM. MH -1 / - _ _ - -- CHECKED BYiRANA MAHMOOD, P.E.d- 8.50 Q - - - -- -� �_-G=Gutter x I x A \ \ I Ft 273.25 W LIMPS ( •SHEET A; v --- -- -- - --' -- e- 0.785 R=lop of Rim _I - \ .-. NOTES: C6 FOR DETAILS TO 275.55 - MH MH i AREA TOTAL I RUNOFF SUM OF TC INTENSITY I$UMOF REACH , DA ! Slop _._ _. i_ . _ - _ - .._.... __. _- -------'- --- -- I Mannin s - -- -- - sin Desi n 9 B 'Fall FL. FL. Actual -- - \ \\ I DETENTION AREA "A" 1. WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR FL 265.33 - FROM -; TO _! (ACRES) j AREA_j COEFF. ! -- ` (MIN) - 1 j FLOWS' LENGTH j ORRISE j (ACRES) ACRES C C * A ! IN/HR CFS IN % Ca~ a_city Veldeity Bev. Elev. I Velocity I S I fUs UP DS ft/s -- "n" (- \ I \ m PAVING AREA = 60,518 S.F. DET PROVIDED = 61,518 x 0,5 EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND --- -- ! -- -- -- --- =- --- -�-� ----- - - --)-, - - -- ----i (- (�) N o �2) = 30,759 C.F. CROSS THE EASEMENT EVERY 10'.----- ----- --' ---------.---------------- I -CS-3 -0.28 0.80 1 -' - -- - 64 I I CU \ WV 2. ALL PROPOSED CURBS ARE 6' TYPICAL, U.N.O. ON PLANS. CB -1 0.28- 0.22 10 00' 7.69 1.72 j 103 12 0. _ ---;_---___-_ _ __--- _---.___-_- _-- -----------_-__-- 0.01 .2.39 - _ -� -- 3 0.33 272.25 271_92 2.19 - !-- r . -, _ _ _ I 5 WATER VALVES CONTRACTOR SHALL CONTACT ENGINEER/ARCHITECT IF CURB CB -2- C8-3 0,25 0..25 ' 0.20 '1000 1.54 68 12- 0. ' 0.01!1 1 .39 3.04 0.221272.141271.92; 1.96- 0.011 iv \ d \5.57 V Z _0.80 -7.69 DEPTH EXCEEDS 6". CB 3 CB -6 0.17 0_70 0_80 0 56 10 00' 7 69 28 108 18 0. 3.15 0_22 271.92 j 271.70' 2.17 i 3. OVERHEAD AND UNDERGROUND UTILITIES MAY EXIST IN THE -! _4 - _' j CB -4 -5_1 0,45 0.45 0.80 0.36 1 10.001 7 69 2 80 1 73 15 0. 3.12 0.18 272.05 j 271.87 2.28US 0.011 -II---- 3.83 U. I I VICINITY OF THIS PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST IN _CB_ - -- ---- - -- - C13-5 C8-6 1 0.02 0.48 1 0.80 0.38 110.001 7.69 2.93 66 ) 15 O, - -- 0.0111 3.83 - --_ , 3.12 0.171271.871271.70 2.39 FOUNd CON R l RO.W. P.P. THE VICINITY OF THE PROJECT WHICH ARE NOT SHOWN ON THE PLANS. IT THE CONTRACTOR TO -- --- - - - ---- - ----- --- - - CS 6 Pond 0,20 1.37 0.80 1.10 j 10 00! 7.69 1 8.43: 37 24 0. -I 0,01 1 -- --- --1--- I--- 3.82 0.071271.70, 271.63 2.66 T CENTERLINE INTERSECTION HIGHWAY 6 I I I IS RESPONSIBILITY OF THE LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE PROJECT, __-- _-- --_-----___-_-_._ ! Pond P -MH -1 0,13 1_50 0,80 120 11000; 7.69; 9.24 33 24 0. _ _-- 1 0.01 1 11.99 _99 , - 3.82 10.07j268.40 268.33 2.94 FRONTAGE RD & w p R EXIST. SAN. M.H. PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCIES EXIST, NOTIFY ENGINEER IMMEDIATELY. -- PMH 1 : P -MH -2 0 00 1.50 0.80 j 1.20 10.00; 7.69 1 9 24 ! 184 3 0.01 - - ------ -- ---� 0.251273.501273.25'! BARRON ROAD N I RIM ELEV-273.25 FL = 267.41' _- __-.. _. :_.. P M H-2 I E -Ditch ' 0.00 1.50 0.80 1.20 10 00 j 7.69 9 24 I 44 24 0." _ I 0.01 _ 1 ._ -- .14 3.23 0.09 i 273.25 ( 273,16 , 2.94 IN 0*17'53'E 52,35' �' (BECHMARK #1, CENTER OF COVER) -- _. ___-_. _------.------ __ _-- _-- ------__-__ �..---__- -_ -__ -____--�-.-----_-. -1 i --------... -:__ f. NO. REVISIONS DATE HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 Scale: Horiz: 1 "=20' Vert.: NA oenoec0000 GE BE TF °lol -�9�0�0 THE SEAL APPEARING ON THIS * * DOCUMENT WAS AUTHORIZED BY RANA F. MAH_MDOI], RANA F. MAHMOOD, P.E. 101163 ON % ° 101163A 02-27-12 °�ca.�CEN TDP COLLEGE STATION Project No, 12-104 Drawn By. WK Date: DRAINAGE, DETENTION, PAVING 8e r HIGHWAY V SOUTH GRADING PLA N Drawing No. 12104200 PHONE: 713 333-0393 FAX : 281 274-9153 C ) ( > Design • RM02-16-12 �B 1�4pC www.HEIGHTSENGINEERING.com Checked. RM Date: 02-16-12 D o oma COLLEGE STATION, TX Q 7840 Sheet C2 of C6 PROPOSED /PROVIDED VOLUME CALCULATIONS V =TOTAL VOLUME PROPOSED (AC. -FT.) VI =Parking Storage - V2 = Detention Storage V = V1 + V2+ V3 V = 0.218 + 0.493 + 0.022 = 0.733 AC. -FT. Required Volume - 0.73 AC. -FT. Proposed Volume > Required Volume 0.733 AC. -FT. > 0.73 AC. - FT. Max. W.S.E. = 275.50' TE 1100 -yr Developed Runoff VS. 10 -yr Allowable Discharge (Based on 150' Frontcge) ALLOWABLE DISCHARGE RATE BASED ON 150.0' STRIP, 100- yr DEVELOPED RUNOFF CALCULATIONS. A = Area (Acre) For 150' accounted for, In al.tovabte discharge TOTAL AREA 1,503 ACRES A = (213' x 1501) / 43,560 = 0.73 ac. CW = Weighted 'C' value T Developed condition C = 0,65 Proposed Pervious area = 0,274 AC, (C = 0,303 I = 10 -yr TxDOT Intensity for Brazos Co, (IN,/HR,) Proposed Impervious area = 1.229 AC, (C = 0.85) 1 = 8,63 IN/HR (Based on Tc = 10 mint 0 = A(towalote 10 -yr discharge CW -0,274 Ix 0.130 + 1,229 x, 0,85;-= 0.75 ---y Prop, 'C' for entire site Q = CIA 1,503 I = 100 -yr TXDOT Intensity for Brazos Co. (IN./HR.) 0 = 0.65 x 8.63 x 0.73 = 4.11 CFS I = 11,64 IN/HR (Based on Tc = 10 mim) 0 = Developed 100 -yr runoff IDF curve numbers 0 = CIA Q 0,75 x 11,64 x 1,503 CFS Brazos Co., Texas (TxDOT Criteria) 10 -year I 00 -year NOTE: yr, 24 -hr Duration e (in) 0.763 e (in) 0,730 Type Ill Storm Rainfall Depth b 80 b96 For Brazos Co., Texas = 11.35 Inches d (mins) 8.5 d (mins) 8.0 I (In/hr), 8.63 I(In/hr), 11.64 Required volume - 0.73 ac -ft HEIGHTS ENGINEERING LLC CONSULTING ENGINEERS 11569 HWY 6 SOUTH # 410 SUGAR LAND, TEXAS 77498 PHONE: (281) 685-1484 FAX - (281) 274-9153 www.HEIGHTSENGINEERING.com 14- 12- 10- 8- 0 6 U- 2- 0 - 0 50 100 150 200 250 300 350 400 450 5QO Time (Minutes) F-12333 Scale: Horiz: 1"=20' Vert,: NA ?-,E, too ZOF �, Ila, Drawn By: WK Date: 02-16-12 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY NA F, MAHMOOD RANA F. MAHMOOD, P.E. 101163 ON 101163 Design By, RM Date: 02-16-12 02-16-12 � ,I Checked. By: RM Date: 02-16-12 4% AL I TDP COLLEGE STATICIN DETENTION CALCULATIONS HIGHWAY 6 SOUTH COLLEGE STATION, TX 7 '841D, Project No. 12-104 Drawing No. 12104210 Sheet C3 of C6 REQUIRED DETENTION VOLUME CALCULATIONS SMALL WATERSHED METHOD Hydrograph Coordinates & Storage Analysis Detention Analysis (For Small Watershed) Excluding Including Detention Detention Area (acres): 1.503 1.503 RainfallExcess (inches). 8.2 81 l, PeaDischarge (cfs):: 13.12 4.10 Total Area, A 1.503 1 Ac. Time to Peak (min):: 41 131 Proposed Impervious Cover _18 29 Ac. Recommended Time Interval (min): 4 13 Proposed % of Imperviousness ;2 .77 % Calculation Time Interval (thin); 4 4 Runoff Calculation Results: Excluding Including Incremental Storage Cumulative Storage Cumulative Rainfall Depth, P 11.35 Inch For 100 year Time Detention Detention Difference Volume Volume Volume 2-4 hour (rain) 0 (cfs) 0 (cfs) 010 (cfs) 0 (ac -ft) (ac -ft) (cft) Initial Loss,, FI Constant Loss, Fc 0,75 0.1 Inch FQ Urban 4 0.3 0.0 0 0.00 0.00 36 Inchthr. I Developed Condition 8 12 0.0 1 0100 0.00 211 Excess Rainfall 8.2 Inch 12 2.6 0.1 3 0.01 0.01 652 Inflow Calculation 16 20 24 4.4 6.3 8.3 0.1 02 0.3 4 6 8 0,02 0.03 0.04 0.03 0.06 0.10 1,439 2,698 4,391 b (1 0,73 W Fo 100 Year 1 razos County W 28 10.2 0.4 I 0 0.05 �-0.15 6,516 Intensity, I m 11.64 Inchthr. DO DO System ad Condition 32 11,6 0,6 1 0.06 0.21 9,011 C. 0.7 36 40 12.7 13.1 0.7 0.9 12 12 0,06 0.07 0.27 --0,34 11,773 14,675 Peak Inflow 13.12 efs 44 12.9 1.0 12 0.07, 0.40 17,570 Outflow Calculation 48 52 56 12.2 10.9 9.6 1.2 1,4 11 10 0.06 0.06 0.47 0.52 20,311 22,765 b d a 80 8.5 0.763 Fo Year County 4S.1,0- 60 8.5 16 1,8 8 7 0.05 0.04 0.57 0.61 24,8661 26,628 Intensity, I inchlhr. system -londition 64 7.4 2.0 5 0,03 0.64 28,084 C A 0.66 68 6.6 22 4 0.03 0.67 29,265 0.730 72 5.8 2'4 3 0.02 0.69 30,199feet Allowed Outfall 4,10 cfs 76 5.1 2.6 3 0.02 0.71 30,910: 80 4.5 2.7 2 0.01 0.72 31,419 Minimum Restrictor Size v Inch 84 3.9 2.9 1 0.01 0.73 31,748 Maximum 1100 yr. FloodiElevallon E297[E feet 88 3.5 3.1 0 0.00 ;0.73 31.913 Outfall Flow Level 2 feet 92 3.1 3.3 0 0,00 1.7' 31,931 height for office equation, h 2.§ feet 96 2.7 3.4 :1 0.00 .73- Constant for orifice equation 0.8 100 2.4 3.6 1 .0.01 0.73 31,588 Peak Outflow thru Restrictor 4,1 cfs 104 2.1 3.7 m2 -0.01 0.72 31,254 108 1.8 5.8 -2 -0.01 0.71 30,827 Peak Outflow o 4.16 cfs 112 1.6 3.9 -2 -0.01 0.70 30,320 HEIGHTS ENGINEERING LLC CONSULTING ENGINEERS 11569 HWY 6 SOUTH # 410 SUGAR LAND, TEXAS 77498 PHONE: (281) 685-1484 FAX - (281) 274-9153 www.HEIGHTSENGINEERING.com 14- 12- 10- 8- 0 6 U- 2- 0 - 0 50 100 150 200 250 300 350 400 450 5QO Time (Minutes) F-12333 Scale: Horiz: 1"=20' Vert,: NA ?-,E, too ZOF �, Ila, Drawn By: WK Date: 02-16-12 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY NA F, MAHMOOD RANA F. MAHMOOD, P.E. 101163 ON 101163 Design By, RM Date: 02-16-12 02-16-12 � ,I Checked. By: RM Date: 02-16-12 4% AL I TDP COLLEGE STATICIN DETENTION CALCULATIONS HIGHWAY 6 SOUTH COLLEGE STATION, TX 7 '841D, Project No. 12-104 Drawing No. 12104210 Sheet C3 of C6 NO.I REVISIONS �I H xSFx._. x�x xSFx xSFx .xSFx • FOUND 1/2" IRON ROD FOUND 1/2 IRON ROD /b �� NOT • FILTER FABRIC BALEAN BE USED IN -LIEU I I �- FOUNCI CON RETHI R O.W. 50 FT. MIN. c 06 P.P. 0( _ N P Z NW I GEOTEXTILE FOR FULL WIDTH 8 INCHES MINIMUM GRADED N�� AND LENGTH OF STABILIZED TO PREVENT SEDIMENT CONSTRUCTION ACCESS. FROM LEAVING SITE. E SECTION PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUC11ON ACCESS AND EDGE OF ROADWAY. EXISTING 50 FT. MIN. GROUND EQ E >N p o: GRANULAR FILL PLAN CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02365 -STABILIZED CONSTRUCTION ACCESS. SCA SYMBOL Pgdinyt ,R(5 a�Qo 5�U9 ipe .... y E s, yei utter Mrd lor9 IPB Garb dnd SYMBOL GENERAL NOTES: 1. PLACE GRAVEL BAGS IN THE GUTTER ON EACH SIDE OF THE INLET OPENING. BAGS SHALL BE PLACED 11GHTLY AGAINST THE CURB, 2. PLACE GARVEL BAGS AT BACK OF CURB ALONG INLET. 3. GRAVEL BAGS SHALL NOT BLOCK THROAT OF INLET, UNLESS DIRECTED BY THE NG 4. IF THE LANE ADJACENT TO THE INLET IS CLOSED TO TRAFFIC, THEN ADDITIONAL BAGS SHALL BE PLACED CONTINUOUSLY ACROSS THE FRONT OF THE INLET, BUT SHALL NOT RI QrK THE THROAT QF THF INI FT STABILIZED CONSTRUCTION ACCESS GRAVEL BAG INLET PRO' (NOT TO SCALE) (NOT TO SCALE) DATE HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com 0 0 1.-1 0 0 0 0 o p o 1, II I I o WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. INLET o 0 P P I ( I I I • r 11 FOUND 1/2" IRON ROD ° 2, I o \ . ..r.. x F xC x x S�°F',)x ' x ®x ' 15. ACCORDANCE W \ _ I IRB PRACTICE. IF DAMAGED OR RENDERED INEFFECTIVE, THE EROSION AND SEDIMENT o — — 16. CONTROLS WILL BE REPAIRED OR REPLACED IMMEDIATELY, 3. WHEN PUMPING (DEWATERING) STANDING STORM WATER FROM THE SITE, THE i o / \ OPERATDR SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) FROM _ THE STQRM WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES THAT PROP.1■STORY / x DEWATERING ACTIVITIES. UNTREATED/DIRECT DISCHARGE INTO A STORM BUILDING / SEWER WILL NOT BE ALLOWED. 13,697 S.F. I I x V'� FF -r-276.00 4. IF THE INTERIM PERIOD BETWEEN CONSTRUCTION OF UTILITIES AND STREET CONSTRUCTION WILL BE MORE THEN 21 DAYS THE STREET RIGHT-OF-WAY WILL BE MULCHED OR OTHERWISE STABILIZED WITHIN THE 14 DAYS. 5. AFTER PAVING COMPLETION, NEWLY GRADED AREAS AND ALL EXPOSED SOILS WILL BE COMPLETELY STABILIZED. 6. CONTROL MEASURES WILL BE INSTALLED ALONG BACK OF CURB TO ADEQUATELY 4. BACKFILL AND COMPACT THE EXCAVATED S i L. PREVENT SEDIMENT RUNOFF INTO STREETS ONCE PAVING COMPLETE, I CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CL USING � IP 8. EROSION AND SEDIMENT CONTROL MEASURES THAT HAVE BEEN IMPROPERLY INSTALLED OR HAVE BEEN DISABLED, RUN -OVER, REMOVED, OR OTHERWISE RENDERED i Yr/ (4 9. MAINTENANCE AND REPAIRS WILL BE CONDUCTED WITHIN 24 HOURS OF i REPORT. 10. SEDIMENT / / SC IPB — IPB IPB 11. SEDIMENT WILL BE REMOVED AROUND THE INLET BARRIERS AND DIKES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. /—SILT FENCE FABRIC 12. �INSPEC CALENI ONS OF .ALL BMP'S WILL BE CONDUCTED EVERY FOURTEEN (14) DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT / WIRE OR PLASTIC GRID MESH OF 0.5 INCHES OR GREATER: OR EVERY 7 CALENDAR DAYS, SUPPORT 13. EROSIOI AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLANS WILL BE INS ECTED TO INSURE EFFECTIVE OPERATION. I I I I x \ 'x NO.I REVISIONS �I H xSFx._. x�x xSFx xSFx .xSFx • FOUND 1/2" IRON ROD FOUND 1/2 IRON ROD /b �� NOT • FILTER FABRIC BALEAN BE USED IN -LIEU I I �- FOUNCI CON RETHI R O.W. 50 FT. MIN. c 06 P.P. 0( _ N P Z NW I GEOTEXTILE FOR FULL WIDTH 8 INCHES MINIMUM GRADED N�� AND LENGTH OF STABILIZED TO PREVENT SEDIMENT CONSTRUCTION ACCESS. FROM LEAVING SITE. E SECTION PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUC11ON ACCESS AND EDGE OF ROADWAY. EXISTING 50 FT. MIN. GROUND EQ E >N p o: GRANULAR FILL PLAN CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02365 -STABILIZED CONSTRUCTION ACCESS. SCA SYMBOL Pgdinyt ,R(5 a�Qo 5�U9 ipe .... y E s, yei utter Mrd lor9 IPB Garb dnd SYMBOL GENERAL NOTES: 1. PLACE GRAVEL BAGS IN THE GUTTER ON EACH SIDE OF THE INLET OPENING. BAGS SHALL BE PLACED 11GHTLY AGAINST THE CURB, 2. PLACE GARVEL BAGS AT BACK OF CURB ALONG INLET. 3. GRAVEL BAGS SHALL NOT BLOCK THROAT OF INLET, UNLESS DIRECTED BY THE NG 4. IF THE LANE ADJACENT TO THE INLET IS CLOSED TO TRAFFIC, THEN ADDITIONAL BAGS SHALL BE PLACED CONTINUOUSLY ACROSS THE FRONT OF THE INLET, BUT SHALL NOT RI QrK THE THROAT QF THF INI FT STABILIZED CONSTRUCTION ACCESS GRAVEL BAG INLET PRO' (NOT TO SCALE) (NOT TO SCALE) DATE HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com 0 0 1.-1 0 0 0 0 o p o 1, SEDIMENT WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. ° 0 INLET o 0 ° o I ( I I I 0 ° 2, o O ° ° o o BALE 4-24 INCHES FROM INLET `-STRAW BALES STAKED WITH 2 STAKES PER BALE E PLAN SYMBOL 2 INCH BY 2 INCH WOOD 12'_STAKE EMBEDED 8 INCHES COMPACTED SOIL TO STAKED STRAW BALE PREVENT PIPING C SECTION :ER STRAW BALE DROP INLET PROTECTION BARRIER (NOT TO SCALE) Scale: Horiz: 1"=20' Vert.: NAOF TE°°°° aoa Drawn By: SA Date: 02-13-12 THE SEAL APPEARING ON THIS y DOCUMENT WAS AUTHORIZED BY RANA F, MAHM001 RANA F. MAHMOOD, P.E. 101163 ON 101163 Design By: RM Date: 02-13-12 02-20-12 EN °000ao,SjC��'� Checked. By: RM Date: 12-15-11 ''�"�•� °�°°°000® 1. SET SUPPORTS AND EXCAVATE 4 IN. x 6 IN. TRENCH UPSLOPE ALONG LINE OF SUPPORTS. F SPACING 4 FT, MAX FOR UNREINFORCED FENCE, 6 FT. MAX FOR REINFORCED FENCE. 3. ATTACH SILT FENCE FABRIC TO WIRE FENCE AND EXTEND INTO THE TRENCH. c I i� 4" ST_ORMIW�_R_P9�,LUTION_ PREVENTION NOTES '111 ,\ a Z 1, SEDIMENT WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. 2. SECURE WIRE FENCING TO SUPPORTS. THR01 (' 2, CONTROL MEASURE WILL BE PROPERLY SELECTED, INSTALLED AND MAINTAINED IN EXTEND SILT FENCE 15. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND GOOD ENGINEERING FABRIC INTO TRENCH PRACTICE. IF DAMAGED OR RENDERED INEFFECTIVE, THE EROSION AND SEDIMENT A SECTION 16. CONTROLS WILL BE REPAIRED OR REPLACED IMMEDIATELY, 3. WHEN PUMPING (DEWATERING) STANDING STORM WATER FROM THE SITE, THE OPERATDR SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) FROM _ THE STQRM WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES THAT ADDRESS DEWATERING ACTIVITIES. UNTREATED/DIRECT DISCHARGE INTO A STORM SEWER WILL NOT BE ALLOWED. 4. IF THE INTERIM PERIOD BETWEEN CONSTRUCTION OF UTILITIES AND STREET CONSTRUCTION WILL BE MORE THEN 21 DAYS THE STREET RIGHT-OF-WAY WILL BE MULCHED OR OTHERWISE STABILIZED WITHIN THE 14 DAYS. 5. AFTER PAVING COMPLETION, NEWLY GRADED AREAS AND ALL EXPOSED SOILS WILL BE COMPLETELY STABILIZED. 6. CONTROL MEASURES WILL BE INSTALLED ALONG BACK OF CURB TO ADEQUATELY 4. BACKFILL AND COMPACT THE EXCAVATED S i L. PREVENT SEDIMENT RUNOFF INTO STREETS ONCE PAVING COMPLETE, 7. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE, UNLESS THEY ARE USING PROPERLY DESIGNED AND DESIGNATED CONCRETE WASHOUT AREA. 8. EROSION AND SEDIMENT CONTROL MEASURES THAT HAVE BEEN IMPROPERLY INSTALLED OR HAVE BEEN DISABLED, RUN -OVER, REMOVED, OR OTHERWISE RENDERED INEFFECTIVE MUST BE REPLACED OR CORRECTED IMMEDIATELY. Yr/ 9. MAINTENANCE AND REPAIRS WILL BE CONDUCTED WITHIN 24 HOURS OF INSPECTION REPORT. 10. SEDIMENT WILL BE REMOVED FROM BEHIND THE FILTER FABRIC FENCE WHEN / IT REA OHES 1/3 THE HEIGHT OF THE FENCE. 11. SEDIMENT WILL BE REMOVED AROUND THE INLET BARRIERS AND DIKES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. /—SILT FENCE FABRIC 12. �INSPEC CALENI ONS OF .ALL BMP'S WILL BE CONDUCTED EVERY FOURTEEN (14) DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT / WIRE OR PLASTIC GRID MESH OF 0.5 INCHES OR GREATER: OR EVERY 7 CALENDAR DAYS, SUPPORT 13. EROSIOI AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLANS WILL BE INS ECTED TO INSURE EFFECTIVE OPERATION. '111 ,\ a Z 14, THE S PPP WILL BE AMENDED TO REPLACE INEFFECTIVE BMPS IDENTIFIED N THR01 WINSPECTIONS WITHIN 7 DAYS OF IDENTIFYING THE DEFICIENCY, EXTEND SILT FENCE 15. REPORI INSPEC WILL INCLUDE WHAT MAINTENANCE WAS DONE AS A RESULT OF THE N. FABRIC INTO TRENCH A SECTION 16. ALL U R, TRASH AND FLOATABLE DEBRIS WILL BE CONTAINED WITHIN THE SITE. CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. '02361 -SILT FENCES. DESIGNATES REINFORCED SILT FENCE "x ASF x—®—' •-- INDICATES PROPERTY LINE INDICATES PROPOSED STORM UNE —x SF x DESIGNATES' SILT FENCE IPB INLET PROTECTION BARRIER WITH STRAW BALES AROUND/ SILT FENCE SILT FENCE --u F x— SILT FENCE (NOT TO SCALE) $ STABILIZED CONSTRUCTION ACCESS EXISTING STORM/SANITARY MANHOLE PROPOSED STORM/SANITARY MANHOLE OTE' ❑ PROPOSED STORM CATCH BASIN CONSTRUCT IN ACCORDANCE WITH HCFCD PROJECT SIGNS: SPECIFICATION SECTION 01560. STIM. INDICATES STORM SEWER 5'-0" U.E. INDICATES UTILITY EASEMENT 4'-0" S.E. INDICATES STORM SEWER EASEMENT 0 S. E. INDICATES SANITARY SEWER EASEMENT °) swPrP I° W.L.E. INDICATES WATER LINE EASEMENT o I I d ° I a❑ D I° ESMT. INDICATES EASEMENT o I I B L. INDICATES BUILDING LINE USE 1/2" BOLTS TO SECURE .i °I ❑ ❑ I° �'' SIGN AND PLEXIGLAS DESIGNATES STREET SWEEPING AREA TO POSTS (3 PER POSTS) i 4"x4"PRESSURE-TREATED '- G POST IMPORTANT NOTE: THE OWNER -DEVELOPER, CONTRACTORS, BUILDERS AND OTHERS PERFORMING WORK ON THIS PROJECT SHALL COMPLY WITH THE TCEQ RULES REGARDING STORM WATER POLLUTION. ALL PAPERWORK REQUIRED BY THE TCEQ SHALL BE oI I I I PRESENT % THE JOB SITE AT ALL TIMES. ITS SUGGESTED THAT THE REQUIRED i1.9 � z PAPERWORK BE POSTED ON A "SIGN, POST OR BULLETIN BOARD" THAT WOULD I"I I"I BE READILY AVAILABLE FOR INSPECTION BY GOVERNMENTAL PERSONNEL. AS U u THE RESPONSIBILITY FOR POLLUTION PREVENTION IS PASSED FROM ONE PARTY TO ANOTHER, THE RESPONSIBLE PARTY SHOULD BE NOTED AND DISPLAYED, SO FRONT THAT IF A VIOLATION OCCURS, THE PROBABLE RESPONSIBLE PARTY CAN BE IDEN FIED. CONTACT TCEQ FOR ANY CLARIFICATION OF REQUIREMENTS. m I CSN I J H LEFT SIDE it II 11 Lu u CSN HOLDER 40 ( 20 0 20 40 Feet (NOT TO SCALE) SCALE: 1 = 2O i TDP COLLEGE STATION Project No. 12-104 STORMWATER POLLUTION PREY NTIONI' PLAN Drawing No. 12104250 HIGHWAY 6 SOUTH COLLEGE STATION, TX 784ib ! Sheet C4 of C6 j W > F- F-wJU) UJF-W 0in 0LL 0� N0� CITY OF COLLEGE w N L STATION MONUMENT #1311. p_ 0 ci 0 N 1- LEGEND NOTES: 1. WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR -��- -� PROPERTY LINE EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND STORM SEWER CROSS THE EASEMENT EVERY 10'. 2. OVERHEAD AND UNDERGROUND UTILITIES MAY EXIST IN THE - WASTEWATER VICINITY OF THIS PROJECT, LOCATIONS SHOWN FOR EXISTING WATER LINE UTILITIES ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST IN THE VICINITY OF THE PROJECT WHICH ARE NOT SHOWN ON THE F- PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO -� FIRE HYDRANT (FH) LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE PROJECT, rn U, GATE VALVE PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCIES EXIST.=FILLED EXIST, NOTIFY ENGINEER IMMEDIATELY.. _J PROP.=OPEN O WASTEWATER MANHOLE = v EXIST.=FILLEDO STORM SEWER MANHOLE KEYED PLAN NOTES it PROP.=OPEN N wCLEAN-OUT 2" DOMESTIC WATER METER WITH 2" SIU. CONNECTION. w C.O. ©-- C. 0. INLINE CLEAN OUT LJ d "27S PROPOSED WATER METER N Ln C 1 (N 40035'00" E 310.887 I I 1V 4Q°36'12" E 370 9Q' \ \ I I FOUND 1/2" IRON ROD O \ \ I V z p o 0 W o / �\ / \ AFL 2724,1 71'-6"0 1 AN. SWR - -PROP. 1•STORY / ui PVC SD 26 ® 1.0% //BUILDING / � / 13,697 S.F. ,q INLINE -/ / / FF x37.'6.00 � � W CLEANOUT u'i v 1 =� CTYPJ > W d a I • _'� a PROP. 10' FIRE HYDRANT p Z EASEMENT N <- o� FPROP. 5' W M T \ \ / / ( 1 2 V�//B X Z Z x EASEMEN \ \\ /,� - - - -a - - - I I LJ I PROP. 6" FIR RLINE I VC SC H. 40 / I I LINE PVC C900 / CLASS? 50 S 1 0( 1 -FIRE WYDkANT \ PROP, PVT, STORM SEWER - PROP, PVT, STORM SEWER / q I 1 0 \/ 3 / I ( I \ w I I ( I I I ' FOUNC I \\ \ o°o I i \ Cu Cu WV 14 I �u z I I z FOUND CON RETE I R O.W. CENTERLINE INTERSECTION I I HIGHWAY 6 FRONTAGE RD & N P '. BARRON ROAD � N N40°17'53'E 52.35' / PROP. PVT, STORM SEWER \ I S 40_ 1/2"IRON ROD / SHOE TYPE CLEAN OUT FRAME AND COVER MABRY SHCO #1011 OR EQUAL (SEE BELOW) 5 WATER VALVES P.P. FL = 267.41' (BECHMARK #1, CENTER OF COVER) +U 304.60' (S 42°35'25" W 324.68") BRASS SCREWED CLEAN-OUT PLUG 1 7,1:2L 3,_O„ 1/8 BEND CLASS 150 C.I. PIPE CONC. 4" MIN. 1 2'-0" MIN. SHOE TYPE CLEAN OUT FRAME I 3'-0'____,_I AND COVER MABBRY SHCO I #1011 OR EQUAL. CONC. (3000 PSI.) O I .E 1E� HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT THE UPSTREAM END OF THE PIPE. 2. IN PIPE 3" NOMINAL DIAMETER OR LESS, CLEANOUTS SHALL BE LOCATED AT NOT MORE THAN 50' INTERVALS. 3. IN PIPE 4" INCHES NOMINAL DIAMETER THROUGH 6" NOMINAL DIAMETER, CLEANOUTS SHALL BE LOCATED AT NOT MORE THAN 90' INTERVALS. 4. A CLEANOUT IS REQUIRED AT THE JUNCTION OF THE BUILDING DRAIN AND (BUILDING 'SEWER. FOUND 1/2" IRON ROD ti wv X '0000� 40 20 0 20 40 Feet SCALE: 1 "= 20' 1.5 SACK CEMENT 1/8 BEND INCLUDED STABILIZED SAND IN PRICE OF STUB. BACKFILL COMPACTED 4" PIPE 1.0% MIN, GRADE TO 95% MAX. 6" PIPE 0.75% MIN. GRADE DENSITY PLUG 1/8 BEND STRAIGHT RUN FOR SINGLE SERVICE L"i NOTES: 1. ALL SINGLE SEWER SERVICES AND DOUBLE SEWER SERVICES, AS SHOWN, ARE INTERCHANGEABLE, AS REQUIRED, TO CONNECT WITH STACKS, DOUBLE WYES AND WYES, AS REQUIRED, TAPS FOR PVC PIPE TO BE PVC "T" OR "Y" SADDLE. 2. PROVIDE LOCATOR WIRE LOOPS FROM EACH SERVICE CONNECTION: TO NEAREST MANHOLE. STANDARD SANITARY SEWER SERVICE LEAD DETAIL (NOT TO SCALE) SANITARY SEWN ADAPTER IF RE . (2 PLACES) FINISH GRADE i i j GENERAL NOTES: SITEWORK (THESE NOTES ONTROL EXCEPT AS NOTED OTHERWISE IN PLANS & DETAILS) A. E'KISTIN i UTILITIES, FACILITIES & TREES 1. CONTRACTOF SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PR OR M CONSTRUCTION OF PROPOSED FACILITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATING NEAR THEIR UTILITY. 3. CONTRACT01 SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACIUTIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT 0 CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE CONTRACM I AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS ADJACENT TO CONSTRLCTION. S. DOMESTIC WATER SYSTEM 1. ALL WATER LINE MAINS SIZES 1 THRU 3 INCH SHALL BE PVC SCH 40. 2. ALL WATER (MAINS SIZES 4 THRU 12 INCH SHALL BE AWWA C-900 CLASS 150 DR -18. 3, WATER UNE SHALL BE CONSTRUCTED AND TESTED IN! ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATION FOR WATER MAIN CONSTRUCTION AS CURRENTLYMENDED, 4. WATER UNE SHALL HAVE BANK SAND BEDDING AND BACKFILL. 5. PROVIDE TH LUST BLOCKING ACCORDING TO CITY OF COLLEGE STATION STANDARDS SPECIFICATIONS. 6. PROVIDE A OINIMUMI 6 -INCHES OF CLEARANCE AT STORM SEWER AND WATER UNE CROSSING. C. SA INITA Y SEWER SYSTEM 1. POLYPI VIN L CHLORIDE PSM (PVC) PIPE SHALL CONFIRM TO ASTM SPECIFICATIONS 1)3024 AND BE INSTALLED ACCORDING TO ASTM D2321. 2. ALL SANITARY SEWER SERVICE LINES SHALL BE CONSTRUCTED TO TRUE ALIGNMENT AND GRADE : WRAPED AND SAGGING LINES WILL NOT BE PERMITTED. 3. BUILDING TIE -ON CONNECTION WILL BE MADE DIRECTLY TO, THE STUB -OUT FROM THE BUILDING: PLUMBING AT THE FOUNDATION ON ALL WASTES OUTLETS. 4. WATER -TIGHT ADAPTERS OF A TYPE COMPATIBLE WITH THE MATERIALS BEING JOINED VALLI BE USED AT THE POINT OF CONNECTION( OF THE SERVICE LINE M THE BUILDi IG PLUMBING, NO CEMENT GROUT MATERIALS ARE PERMITTED, S. NO BENDS OR TURNS AT ANY POINT WILL BE GREATER THAN 45 DEGREES. 6, EACH CLEANOUT WILL BE INSTALLED SO THAT IT OPENS IN A DIRECTION OPPOSITE TO THE FLOW OF THE WASTE AND, EXCEPT IN THE CASE OF "WYE" BRANCH AND END-OF-TF{E-UNE CLEANOUTS, CLEANOUTS WILL BE INSTALLED VERTICALLY ABOVE THE ,FLOW NE OF THE PIPE, NATURAL GROUND 7. CLD N, OUT LL BE MADE WITH AIRTIGHT MECHANICAL PLUG. WMAN 8. THE PHYSICAL CONNECTION TO THE DISTRICTS SEWER MAIN WILL BE MADE BY USE OF AN ADAPTER OF A TYPE COMPATIBLE WITH MATERIALS BEING JOINED. TIME CONNECTION SHALL BE WATERTIGHT. NO CEMENT GROUT MATERIALS ARE ,,,.,--SHOWN FOR TYPICAL PERMITTED. TRENCH BACKFILL `" MATERIAL AS FOR 9. BACKFILLING OF SERVICE ONES TRENCH MUST BE ACCOMPLISHED WITHIN �rIo- � ENCOUNTERED SOIL TWENTY-FOUR (24) HOURS OF INSPECTION AND. APPROVAL. NO DEBRIS WILL BE �% `%r ` ` i �` r ` ` r ` PERMITTED IN THE TRENCH. CONDITIONS PER COH i STANDARD DETAIL 10.INUNE CLE N OUTS SHALL BE INSTALLED AT EVERY 90' FEET. CEMENT STABILIZED SAND SPRING LINE w� " MI PLUG D E20PIP+1' SANITrARY�'STORM SEWER BEDDING AND BACKFILL A (NOT TO SCALE) EXISTING GRADE WATER LINE J PIPE Qa o: w ' I _..... ILL JOINT OF PIPE CENTERED ON WATER LINE INSTALLATION REQUIREMENTS 1. IF "Y' IS GREATER THAN 6" AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER CITY STANDARD DRAWING. 2. IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9', USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT. 3. IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING, TYPICAL SANITARY & WATER LINE CROSSING DETAIL (NOT TO SCALE) i-6" x)4" DOUBLE WYE AT TO OF STACK TO BE INCL ED IN PRICE OF STACK -14" R INFORCED CONIC. OF TRENCH WIDTH AT CONTRACTOR'S OPTION -1.5 SACK CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95% MAX. DENSITY =MATCH PIPE SIZE FOR STACKS I PVC SA DLE FOR PVC PIPE. PVC SA OLE TEE OR SADDLE TO BE INCLUDED IN PRICE OF STACK, USE FACTORY (NOT TO SCALE) • 191 .T i STANDARD SANITARY SEWER - CLEAN OUT DETAILS (NOT TO SCALE) N0. REVISIONS DATE Scale: Horiz: 1"=20'oeo�moo04pp0pn64g TDP COLLEGE ST N Project No. 12-104 HEIGHTS ENGINEERING LLC Vert.: NA P��OF TF�.9a/, TEXAS FIRM F-12333 p*5*°� SITE UTILITIES PLA N THE SEAL APPEARING ON THIS RANA F. MAHMOOD DrawingNo. 12104300 Drawn By: SA Date: 02-16-12 � 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 02N 27--12AHMOOD, P.E. 101163 ON 00'0 ' 101163 HIGHWAY L.I (Cj N V V A Y SOUTH CONSULTING ENGINEERS DOCUMENT WAS AUTHORIZED BY � g PHONE: (713) 333-0393 FAX (281) 274-9153 Design e ked yB y RM Date: 02-16-12 F.�'� 4 o�a -7 Q Sheet C5 of C6 IM Date: 02-16-12 Checked. COLLEGE STATION TX 184, 0' \\ • r13 ¢ cz d j a / / PROP. PRIVATE DETENTION POND z / WTO BE MAINTAINED Zi BY OWNER) I H wI a I 1 ` w I I ( I \ w I I ( I I I ' FOUNC I \\ \ o°o I i \ Cu Cu WV 14 I �u z I I z FOUND CON RETE I R O.W. CENTERLINE INTERSECTION I I HIGHWAY 6 FRONTAGE RD & N P '. BARRON ROAD � N N40°17'53'E 52.35' / PROP. PVT, STORM SEWER \ I S 40_ 1/2"IRON ROD / SHOE TYPE CLEAN OUT FRAME AND COVER MABRY SHCO #1011 OR EQUAL (SEE BELOW) 5 WATER VALVES P.P. FL = 267.41' (BECHMARK #1, CENTER OF COVER) +U 304.60' (S 42°35'25" W 324.68") BRASS SCREWED CLEAN-OUT PLUG 1 7,1:2L 3,_O„ 1/8 BEND CLASS 150 C.I. PIPE CONC. 4" MIN. 1 2'-0" MIN. SHOE TYPE CLEAN OUT FRAME I 3'-0'____,_I AND COVER MABBRY SHCO I #1011 OR EQUAL. CONC. (3000 PSI.) O I .E 1E� HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT THE UPSTREAM END OF THE PIPE. 2. IN PIPE 3" NOMINAL DIAMETER OR LESS, CLEANOUTS SHALL BE LOCATED AT NOT MORE THAN 50' INTERVALS. 3. IN PIPE 4" INCHES NOMINAL DIAMETER THROUGH 6" NOMINAL DIAMETER, CLEANOUTS SHALL BE LOCATED AT NOT MORE THAN 90' INTERVALS. 4. A CLEANOUT IS REQUIRED AT THE JUNCTION OF THE BUILDING DRAIN AND (BUILDING 'SEWER. FOUND 1/2" IRON ROD ti wv X '0000� 40 20 0 20 40 Feet SCALE: 1 "= 20' 1.5 SACK CEMENT 1/8 BEND INCLUDED STABILIZED SAND IN PRICE OF STUB. BACKFILL COMPACTED 4" PIPE 1.0% MIN, GRADE TO 95% MAX. 6" PIPE 0.75% MIN. GRADE DENSITY PLUG 1/8 BEND STRAIGHT RUN FOR SINGLE SERVICE L"i NOTES: 1. ALL SINGLE SEWER SERVICES AND DOUBLE SEWER SERVICES, AS SHOWN, ARE INTERCHANGEABLE, AS REQUIRED, TO CONNECT WITH STACKS, DOUBLE WYES AND WYES, AS REQUIRED, TAPS FOR PVC PIPE TO BE PVC "T" OR "Y" SADDLE. 2. PROVIDE LOCATOR WIRE LOOPS FROM EACH SERVICE CONNECTION: TO NEAREST MANHOLE. STANDARD SANITARY SEWER SERVICE LEAD DETAIL (NOT TO SCALE) SANITARY SEWN ADAPTER IF RE . (2 PLACES) FINISH GRADE i i j GENERAL NOTES: SITEWORK (THESE NOTES ONTROL EXCEPT AS NOTED OTHERWISE IN PLANS & DETAILS) A. E'KISTIN i UTILITIES, FACILITIES & TREES 1. CONTRACTOF SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PR OR M CONSTRUCTION OF PROPOSED FACILITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATING NEAR THEIR UTILITY. 3. CONTRACT01 SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACIUTIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT 0 CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE CONTRACM I AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS ADJACENT TO CONSTRLCTION. S. DOMESTIC WATER SYSTEM 1. ALL WATER LINE MAINS SIZES 1 THRU 3 INCH SHALL BE PVC SCH 40. 2. ALL WATER (MAINS SIZES 4 THRU 12 INCH SHALL BE AWWA C-900 CLASS 150 DR -18. 3, WATER UNE SHALL BE CONSTRUCTED AND TESTED IN! ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATION FOR WATER MAIN CONSTRUCTION AS CURRENTLYMENDED, 4. WATER UNE SHALL HAVE BANK SAND BEDDING AND BACKFILL. 5. PROVIDE TH LUST BLOCKING ACCORDING TO CITY OF COLLEGE STATION STANDARDS SPECIFICATIONS. 6. PROVIDE A OINIMUMI 6 -INCHES OF CLEARANCE AT STORM SEWER AND WATER UNE CROSSING. C. SA INITA Y SEWER SYSTEM 1. POLYPI VIN L CHLORIDE PSM (PVC) PIPE SHALL CONFIRM TO ASTM SPECIFICATIONS 1)3024 AND BE INSTALLED ACCORDING TO ASTM D2321. 2. ALL SANITARY SEWER SERVICE LINES SHALL BE CONSTRUCTED TO TRUE ALIGNMENT AND GRADE : WRAPED AND SAGGING LINES WILL NOT BE PERMITTED. 3. BUILDING TIE -ON CONNECTION WILL BE MADE DIRECTLY TO, THE STUB -OUT FROM THE BUILDING: PLUMBING AT THE FOUNDATION ON ALL WASTES OUTLETS. 4. WATER -TIGHT ADAPTERS OF A TYPE COMPATIBLE WITH THE MATERIALS BEING JOINED VALLI BE USED AT THE POINT OF CONNECTION( OF THE SERVICE LINE M THE BUILDi IG PLUMBING, NO CEMENT GROUT MATERIALS ARE PERMITTED, S. NO BENDS OR TURNS AT ANY POINT WILL BE GREATER THAN 45 DEGREES. 6, EACH CLEANOUT WILL BE INSTALLED SO THAT IT OPENS IN A DIRECTION OPPOSITE TO THE FLOW OF THE WASTE AND, EXCEPT IN THE CASE OF "WYE" BRANCH AND END-OF-TF{E-UNE CLEANOUTS, CLEANOUTS WILL BE INSTALLED VERTICALLY ABOVE THE ,FLOW NE OF THE PIPE, NATURAL GROUND 7. CLD N, OUT LL BE MADE WITH AIRTIGHT MECHANICAL PLUG. WMAN 8. THE PHYSICAL CONNECTION TO THE DISTRICTS SEWER MAIN WILL BE MADE BY USE OF AN ADAPTER OF A TYPE COMPATIBLE WITH MATERIALS BEING JOINED. TIME CONNECTION SHALL BE WATERTIGHT. NO CEMENT GROUT MATERIALS ARE ,,,.,--SHOWN FOR TYPICAL PERMITTED. TRENCH BACKFILL `" MATERIAL AS FOR 9. BACKFILLING OF SERVICE ONES TRENCH MUST BE ACCOMPLISHED WITHIN �rIo- � ENCOUNTERED SOIL TWENTY-FOUR (24) HOURS OF INSPECTION AND. APPROVAL. NO DEBRIS WILL BE �% `%r ` ` i �` r ` ` r ` PERMITTED IN THE TRENCH. CONDITIONS PER COH i STANDARD DETAIL 10.INUNE CLE N OUTS SHALL BE INSTALLED AT EVERY 90' FEET. CEMENT STABILIZED SAND SPRING LINE w� " MI PLUG D E20PIP+1' SANITrARY�'STORM SEWER BEDDING AND BACKFILL A (NOT TO SCALE) EXISTING GRADE WATER LINE J PIPE Qa o: w ' I _..... ILL JOINT OF PIPE CENTERED ON WATER LINE INSTALLATION REQUIREMENTS 1. IF "Y' IS GREATER THAN 6" AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER CITY STANDARD DRAWING. 2. IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9', USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT. 3. IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING, TYPICAL SANITARY & WATER LINE CROSSING DETAIL (NOT TO SCALE) i-6" x)4" DOUBLE WYE AT TO OF STACK TO BE INCL ED IN PRICE OF STACK -14" R INFORCED CONIC. OF TRENCH WIDTH AT CONTRACTOR'S OPTION -1.5 SACK CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95% MAX. DENSITY =MATCH PIPE SIZE FOR STACKS I PVC SA DLE FOR PVC PIPE. PVC SA OLE TEE OR SADDLE TO BE INCLUDED IN PRICE OF STACK, USE FACTORY (NOT TO SCALE) • 191 .T i STANDARD SANITARY SEWER - CLEAN OUT DETAILS (NOT TO SCALE) N0. REVISIONS DATE Scale: Horiz: 1"=20'oeo�moo04pp0pn64g TDP COLLEGE ST N Project No. 12-104 HEIGHTS ENGINEERING LLC Vert.: NA P��OF TF�.9a/, TEXAS FIRM F-12333 p*5*°� SITE UTILITIES PLA N THE SEAL APPEARING ON THIS RANA F. MAHMOOD DrawingNo. 12104300 Drawn By: SA Date: 02-16-12 � 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 02N 27--12AHMOOD, P.E. 101163 ON 00'0 ' 101163 HIGHWAY L.I (Cj N V V A Y SOUTH CONSULTING ENGINEERS DOCUMENT WAS AUTHORIZED BY � g PHONE: (713) 333-0393 FAX (281) 274-9153 Design e ked yB y RM Date: 02-16-12 F.�'� 4 o�a -7 Q Sheet C5 of C6 IM Date: 02-16-12 Checked. COLLEGE STATION TX 184, 0' i NAMEPLATE INDICATING: SpClfiCdtlOriS GENERAL NOTES. SITEWORK CATCH BASIN _ MFG: PARKUSA , .• L VARIES (THESE NOTES CONTROL EXCEPT AS NOTED OTHERWISE IN PLANS & DETAILS) T' !'' JUNCTION 804 (800) 256-8041 n NOTE: CONCRETE TRAFFIC DUTY j , �7 717_1 , CAST IRON GRATE !7i, 7i i!7_ SKID -RESISTANT STEEL MODEL WW48-NOD2 23 "-' t, •� i7iii'i'i7r, PEDESTRIAN' DUTY STD. DATEM NuSINdELEAF :a. �. ,�� ALL DASHED PIF GTO BE Gass 1 Concrete with design strength of L 2 VARIES L 2 VARIES 4500 PSI at 28 days. Unit is of monoBthic A. EXISTING UTILITIES, FACILiTIES & TREES - [TRAFFIC -DUTY OPTIONAL] FURNISHED BY NTRACTOR construction at floor, first stage of wall and 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL CAST -IN STEEL FRAME ALUMINUM HATCH w/ 55 baffle with sectional riser to required depth. >. HINGES & SLAMLOCK . . 2" CLR EXISTING UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. (300 PSF) REINFORCEMENT: - LLJ+- ':•; .'. _ _..< NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. VA IES .::;:''' ,4,".' - Grade 60 reinforced with steel rebar conforming 3"CL (T�) SLOP to ASTM A615 on required centers or equal, SLOPE '� 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS E d. OPTIONAL EXTENSION (T�) ' _`� PRIOR TO VATING NEA EIR UTILITY PRIG FBI ON HAT ... . EXCA R TH 6" or 12 T rated, 1/4" aluminium skid -resiatOnt floor NO • e • • .. .: ALUMINUM e a VENs pla�eP stainless 'steel tamperproof bolting &hinges VERIFY ALL ELEV TIONS 3. CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING --Optional) i R 0 ARC TT • °e ° • . 3 oiSCH ( 20 Rating ,.:�� & sla FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED HATCHWAYNET�. PUMPS ack H- n SAFETY " i • e AS A RESULT OF CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE 2"x3' REDUCER Pumps shall be centrifugal type with integral non -dog CONTRACTOR AT HIS OWN EXPENSE. PRECAST CONCRETE ;,%y, unit and submersible type motor. Pumps shall have a BASIN SECTION iii`Ti`i`i`Ti . • ` ' W .�.�.��.�.�.�.`� �.� ��. capacity as follows: 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS 1 ( 24" HDPE INLET PIPE 6" CONCRETE PAVEMENT ADJACENT TO CONSTRUCTION. PRECAST CONCRETE BASIN BY ICY EL = 268.33 „ PUMP ELECTRICAL •'• No. TYPE GPM MH RPM HP V PH Hz (3,500 PSI 0 28 DAYS) PARK EQUIPMENT CO. PLAN VIEW j ' • 1 NO -CLOG 165 9' 1780 1 240 3 60 �� B. STORM SEWER SYSTEM 800-2546-8041 DUPLEX CONTROL PANEL w/ �T a�•• • '��,'^-•�--r 1/4" TOOLED JOINT ?:;. HIGH LEVEL. ALRM BEACON THIN WALL KNOCKOUT ON NON -CLOG 165 9' 1750 1 240 3 60 1STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH `>:.; " ALL 4 SIDES, SEE KO NEMA -4X JUNCTION CONTROLS: TYPICAL PAVEMENT SECTION CITY OF COLLEGE STATION SPECIFICATION AS CURRENTLY AMENDED.. ;,. ::;`' DIMENSION FOR MAXIMUM BOX 4' GALV VENT w/ SCREEN Pump controls shall be mounted inside a UL Listed (NOT TO SCALE) PIPE O.D. II NEMA -4X enclosure and Include circuit breakers, 2. STORM SEWER PIPE SHALL BE HDPE SMOOTH BORE WITH RUBBER alarm circuit fuse, IEC rated motor starter, pump GASKET, U.N.O. ON PLANS, T.O.C. EL = 275.55' HOA, and altemator relay. Panel shall have a visual , " for remota 1 1 2' BATTER 3. SET STORM SEWER MANHOLE RIMS TO MATCH FINISH GRADE, i alarm becnn. Pane desig mounting. I is ned 1/2"R 51 2" / Wt Wi - d - Engineering Data 4. STORM SEWER INLETS SHALL BE PARK EQUIPMENT CATCH BASINS.d ° Field excdvation and preparation shall be completed • prior to delivery of assembly. Use dimensional data TOP OF PAVEMENT ELEVATION y a as shown. All pipe, valves and fittings of the assembly are approved 5. CONCRETE PIPE SHALL BE BEDDED WITH CEMENT STABILIZED SAND IN ELECTRICAL CABLE k by one of the following associations: RE: GRADING PLAN 1 1/2"R ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS FOR CONDUIT (BY OTHERS) d CONCRETE PIPE. CONTROL CABLE BRACKET a. 6. PVC PIPE SHALL BE BEDDED WITH A MINIMUM OF ONE FOOT OF CEMENT STABILIZED SAND. CEMENT STABILIZED SAND SHALL BE LAID IN 6" LIFTS #4 CONT. z z COMPOSED TO 95% STD. PROCTOR MAX, DRY DENSITY (ASTM D698). a ON 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR #4x8" DOWELS OW V1 DURING CONSTRUCTION SHALL BE REPLACED TO THE CITY OF ® 18"o.c• W az COLLEGE STATION STANDARDS. = ,1 8. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF I 1=1 1=1 MI�- TYPICAL PAVEMENT MODEL # LONGITUDINAL STEEL NUMBER 6 END BAR G BAOF RS SPIC(NG SPACING TRANSVERSE STEEL # 3 BARS SPACING 4.5 4 FLOAT SNITCH TYP) ( DIMENSIONS 3 48 CATCH BASIN JUB XON Wi W2 H1 H2 T1 KO GSIZE W%GGST CB12' J812 15" 10" 21" 18" 2" 10" 12"x12"xt" 180 CB18 JB18 24" 16" 34" 30" 4" 15" 18"x18"x11" 1,000 CB20 JB20 26" 18" 34" 30" 4" 17" 20"x20"01" 1,335 CB24 JB24 32" 22" 41" 36" 5" 22" 24"44N2" 2,245 C827 JB27 37" 25" 42" 36" 6" 24" 27"x27"x2" 2,875 CB30 JB30 42" 30" 42" 36" 6" 30" 32"02"x2" 3,675 CB36 JB36 48" 36" 42" 36" 6" 32" 38NMN2" 4,585 =11=III-III. JOB, SHALL Cit AS GOOD AS OR BETTER THAN THE CONDITION PRIOR o REINFORCEMENT. BAS 1. CB12 CATCH IN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. •-� 3 - 3' 150 15,0 HP TO STARTING WORK, - + ' 2' PVC BALL 4 w 4• 200 20,0 HP RE: GENERAL NOTES 2, ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY ' CHECK VALVE 6 t 6' PUMP HEAD CAPACITY <TDW) 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING :. 8 r 8' ( 10 10' TOTAL DYNAMIC HEAD TYPICAL CURB DETAIL CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED FLOW, RATE 1 CAPACITY (GPM) 90 - 20' TOTAL DYNAMIC HEAD ' M .,, DURING - 10 1 GPLTC G CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION 210 - 2 GPM UFT -OUT CHAIN, 1/4' E C.• - (NOT TO SCALE) OF THE OWNING AUTHORITY. PRECAST CONCRETE NV EL INLET PIPE ' ' . .... STAINLESS STEEL I C. PAVING &GRADING CATCHBA`ON JUNCTION BOX PROJECT : TDP COLLEGE STATION 1. SUBGRADE PREPARATION: LAG PUMP ON LEVEL -STRIP PAVEMENT AREAS TO REMOVE ALL TOP SOIL DEBRIS AND (NOT TO SCALE) EL == 28800' � BOTTOM HOtQ00WN BRACKET CUSTOMER JOINTSEE SEAOTE 3 STEEL TUBE OR LOOSE FIT 26 AGE r a ° _- 2' DISCHARGE PIPE o ENGINEER : HEIGHTS ENGINEERING PM:DC/CE VEGETATION. REMOVE TREE STUMPS AND ROOTS. •.. � z HARD PLASTIC ORGANIC MATTER, WITH PLASTICITY INDEX OF WITH SELECT FILL, FREE OF LEAD PUMP ON LEVEL 80 PVC F TO 20 AND A MINIMUM LIQUID N i . >..° ' • : • _. _ _ - -� • SS GUIDE RAILS N • • .." ' ( > •• , 1 4 R • . OVER -EXCAVATE SOFT AREAS AND REPLACE EL = 287.33' •,� I ,,,_, -, / LIMIT OF 28 PERCENT. FILL SHALL BE PLACED IN SIX(6) TO EIGHT(8) INCH o �PA� 888 671 PARk SEE NOTE Y. • .... ° :. , ; . w NAIL ; LOOSE LIFTS AND COMPACTED TO 95% OF STD. PROCTOR (ASTM D698-78) 2' DISCHARGE ELBOW www.I3ark-USA. cam M • °° a•, • _ • a • a Q _PUMP `OFF" LEVEL ENVIRONMENTAL EQUIPMENT ° MAX, DRY DENSITY. 2' SPACING 33 -PROOF-ROLL TO 95% OF STD, PROCTOR (ASTM D698-78) MAX, DRY DENSITY. �SMMTH BAR EL = 266,sUBMERSBLE . BOTTOM Mr oumlc " "Ex e c t the Best" p.:.SEE NATE, 4 ;, a -STABILIZE PAVEMENT SUBGRADE AS PER SOILS REPORT. T.O.C. EL = 265.33' PUMP d, w/ FIRST SECTION OF RISER _, n a ' f)EFORMED`. END".. .' •• � ,• -COMPACT SUBGRADE TO 95% OF STD. PROCTOR (ASTM D698-78) STORM SEWER LIFT STATION � � ' ' SUBMERSIBLE NON -CLOG PUMP STATION MAX, DRY DENSITY. DRIVEWAY WIDTH lD • ' y i• • d N ° .:. ....:.. • . • :. ROW " ..moi ; • ', ••' .:.' . 3/4' -- REDWOOD z SCALE NONE DWG. NO. REV. EXPANSION EXPA S ON JO NT 2• ALL CONCRETE PAVEMENT_ SHALL BE 6" THICK, U.N.O. CONCRETE PAVEMENT PREFORMED OR - 6' 48' ID e , JOINT PLATE 18 FOR DUMSPTER AREA SHALL BE 7" THICK. BOARD EXPANSION -JOUST ,. DATE 02/12 WW48--NCD 2 A 3. CONCRETE COMPRESSIVE STRENGTH = 3,500 PSI 5 SACK 0 28 DAYS. 4' MINIMUM OR - CURB OR NOES: ) 1 JOINT PIPE HEADWALL 1. DOWELS FOR PAVEMENT EXPANSION JOINTS SHALL BE 3/4"0. 4. REINFORCEMENT: #4 0 20" EA. WAY. ASTM A615` GRADE 60. (OPTIONAL) AVEMENT (RE: PAVING 2. EXPANSION JOINT SHALL BE PLACED AT THE END OF EXPANSION JOINT , 5. REINFORCEMENT SHALL BE SUPPORTED ON METAL OR PLASTIC CHAIRS, - 24" RCP MIN COMMERCIAL 0TES THIS SHEET) (T�) EACH RADIUS PART OF CURB RETURN AND AT MAXIMUM OF 40 SPACING: AT A MAXIMUM OF FOUR (4) FEET EACH WAY. {CULVERT SIZE SHALL BE 3. ALL JOINT SEAL MATERIAL SHALL BE ASPHALT RUBBER APPROVED SIZE CITY ENGINEER) ACCORDANCE WITH ASTM DESIGNATION 03405. 6. PROVIDE EXPANSION JOINTS AT MAXIMUM SPACING OF FORTY (40) FEET 4. PRE -MANUFACTURED JOINT PLATE. EACH WAY WITH CONTROL JOINTS 0 EVERY TWENTY (20) FEET. FORM JOINTS" WITH METAL KEY WAYS & PROVIDE 3/4"O SMOOTH DOWELS x 2'-0" f 0 20' O.C„ GREASE & WRAP ONE END. " 1' TYP. ALL SIDES DITCH #4 ADDITIONAL DOWEL TYPE EXPANSION JOINT DETAIL 7. RECOMMENDED PAVEMENT SLOPE TO DRAIN IS 0.75%BUT IN NO INSTANCE DITCH - -`-- (NOT TO SCALE) LESS THAN 0.35% OR HIGHER THAN 57., UNLESS NOTED OTHERWISE. �- 8. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & IS TO BE DISPOSED OFFSITE RESPONSIBLY AT NO SEPARATE PAY, SLOPE M ,,.,. PRECAST CATCH BASIN EXISTING GRADE PROP. VARIES PROP. BLDG ' PROPOSED REINFORCED CURB RE: TABLE 1 1/4" R CONCRETE DRIVEWAY -- 2% MAX. SLOPE (TYP) WATER LINE DO a 4-1 2 EDGE OF w ROADWAY F OR TABLE SANITARY SEWER 2" COMPACTED SAND BED STEEL 45 ` SEE TABLE o 6x�6W2.9xW2.9 WELDED WIRE FABRIC FOR LONGITUDINAL STEEL MAY BE USED IN LIEU OF THE REINFORCING Q STEEL GIVEN iN TABLE WITH OWNER'S APPROVAL. ADAPTER IF REQ'0 FULL JOINT OF PIPE CENTERED TABLE STANDARD OPEN DITCH DRIVEWAY (2 PLACES) ON WATER LINE REINFORCING STEEL INFORMATION FOR 4-1/2" THICK SIDEWALKS SAW CUT AND EXPOSE STEEL ON INSTALLATION REQUIREMENTS 1. IF "Y" IS GREATER THAN 6" AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER COH STANDARD DRAWING. 2. IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9', USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT. 3. IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING. TYPICAL SANITARY & WATER LINE CROSSING DETAIL (NOT TO SCALE) N0. I REVISION EXPANSION JOINT SPACING = 40 FT EXISTING CONCRETE STREET, 4 -0 2 fr = .'i nnn PRI ANn fv = An nnn GRI " Q SIDEWALK SIDEWALK THICK ESS WIDTH (TNI (FT) LONGITUDINAL STEEL NUMBER 6 END BAR G BAOF RS SPIC(NG SPACING TRANSVERSE STEEL # 3 BARS SPACING 4.5 4 FLOAT SNITCH TYP) ( 21 3 48 4.5 1 5 •d NUMB UPS os rule 864.g g �L 22 3 48 4.5 7 • HIGH WATER "ALARM' LEVEL TEL - 274'00 •' 48 4.5 8 4 RESIDENT RUBBER PIPE CONNECTION MODEL WET :WELL! 48 - 4 RI WW48-NC SIZE (ID) DIA -16 -0 •010-23 POWER CHARACTERISTICS 43 - 46OV/3PH/60HZ 3 48 4.5 10 1 6 1 19 PRECAST CONCRETE WET WELL , PRESS -SEAL' (TIP.) 7 �- 7 • DIA 23 230V% BASIN MANUFACTURED BY -FIRST JOINT iS ABOVE INLET ELEVATION - 9i 96 DIA DIA 21 PH/60Hz PARK EQUIPMENT BOD -256-8041 & IS MADE WATER -TIGHT W - PUMP MDTOR SIZE MODEL WW48 '•' PLASTIC FLEXIBLE GASKET, RAM-NEK 020 - 2,D HP PUMP CONF S - SIMPLEX GURA ION 030 - 30 HP .0 (rf • '.• 2" PVC BALL VALVE D - DUPaIX 050 HP 075 - 7,5 HP w/ UNION PUMP DISCHARGE SIZE 100 - 10:0 HP =11=III-III. JOB, SHALL Cit AS GOOD AS OR BETTER THAN THE CONDITION PRIOR o REINFORCEMENT. BAS 1. CB12 CATCH IN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. •-� 3 - 3' 150 15,0 HP TO STARTING WORK, - + ' 2' PVC BALL 4 w 4• 200 20,0 HP RE: GENERAL NOTES 2, ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY ' CHECK VALVE 6 t 6' PUMP HEAD CAPACITY <TDW) 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING :. 8 r 8' ( 10 10' TOTAL DYNAMIC HEAD TYPICAL CURB DETAIL CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED FLOW, RATE 1 CAPACITY (GPM) 90 - 20' TOTAL DYNAMIC HEAD ' M .,, DURING - 10 1 GPLTC G CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION 210 - 2 GPM UFT -OUT CHAIN, 1/4' E C.• - (NOT TO SCALE) OF THE OWNING AUTHORITY. PRECAST CONCRETE NV EL INLET PIPE ' ' . .... STAINLESS STEEL I C. PAVING &GRADING CATCHBA`ON JUNCTION BOX PROJECT : TDP COLLEGE STATION 1. SUBGRADE PREPARATION: LAG PUMP ON LEVEL -STRIP PAVEMENT AREAS TO REMOVE ALL TOP SOIL DEBRIS AND (NOT TO SCALE) EL == 28800' � BOTTOM HOtQ00WN BRACKET CUSTOMER JOINTSEE SEAOTE 3 STEEL TUBE OR LOOSE FIT 26 AGE r a ° _- 2' DISCHARGE PIPE o ENGINEER : HEIGHTS ENGINEERING PM:DC/CE VEGETATION. REMOVE TREE STUMPS AND ROOTS. •.. � z HARD PLASTIC ORGANIC MATTER, WITH PLASTICITY INDEX OF WITH SELECT FILL, FREE OF LEAD PUMP ON LEVEL 80 PVC F TO 20 AND A MINIMUM LIQUID N i . >..° ' • : • _. _ _ - -� • SS GUIDE RAILS N • • .." ' ( > •• , 1 4 R • . OVER -EXCAVATE SOFT AREAS AND REPLACE EL = 287.33' •,� I ,,,_, -, / LIMIT OF 28 PERCENT. FILL SHALL BE PLACED IN SIX(6) TO EIGHT(8) INCH o �PA� 888 671 PARk SEE NOTE Y. • .... ° :. , ; . w NAIL ; LOOSE LIFTS AND COMPACTED TO 95% OF STD. PROCTOR (ASTM D698-78) 2' DISCHARGE ELBOW www.I3ark-USA. cam M • °° a•, • _ • a • a Q _PUMP `OFF" LEVEL ENVIRONMENTAL EQUIPMENT ° MAX, DRY DENSITY. 2' SPACING 33 -PROOF-ROLL TO 95% OF STD, PROCTOR (ASTM D698-78) MAX, DRY DENSITY. �SMMTH BAR EL = 266,sUBMERSBLE . BOTTOM Mr oumlc " "Ex e c t the Best" p.:.SEE NATE, 4 ;, a -STABILIZE PAVEMENT SUBGRADE AS PER SOILS REPORT. T.O.C. EL = 265.33' PUMP d, w/ FIRST SECTION OF RISER _, n a ' f)EFORMED`. END".. .' •• � ,• -COMPACT SUBGRADE TO 95% OF STD. PROCTOR (ASTM D698-78) STORM SEWER LIFT STATION � � ' ' SUBMERSIBLE NON -CLOG PUMP STATION MAX, DRY DENSITY. DRIVEWAY WIDTH lD • ' y i• • d N ° .:. ....:.. • . • :. ROW " ..moi ; • ', ••' .:.' . 3/4' -- REDWOOD z SCALE NONE DWG. NO. REV. EXPANSION EXPA S ON JO NT 2• ALL CONCRETE PAVEMENT_ SHALL BE 6" THICK, U.N.O. CONCRETE PAVEMENT PREFORMED OR - 6' 48' ID e , JOINT PLATE 18 FOR DUMSPTER AREA SHALL BE 7" THICK. BOARD EXPANSION -JOUST ,. DATE 02/12 WW48--NCD 2 A 3. CONCRETE COMPRESSIVE STRENGTH = 3,500 PSI 5 SACK 0 28 DAYS. 4' MINIMUM OR - CURB OR NOES: ) 1 JOINT PIPE HEADWALL 1. DOWELS FOR PAVEMENT EXPANSION JOINTS SHALL BE 3/4"0. 4. REINFORCEMENT: #4 0 20" EA. WAY. ASTM A615` GRADE 60. (OPTIONAL) AVEMENT (RE: PAVING 2. EXPANSION JOINT SHALL BE PLACED AT THE END OF EXPANSION JOINT , 5. REINFORCEMENT SHALL BE SUPPORTED ON METAL OR PLASTIC CHAIRS, - 24" RCP MIN COMMERCIAL 0TES THIS SHEET) (T�) EACH RADIUS PART OF CURB RETURN AND AT MAXIMUM OF 40 SPACING: AT A MAXIMUM OF FOUR (4) FEET EACH WAY. {CULVERT SIZE SHALL BE 3. ALL JOINT SEAL MATERIAL SHALL BE ASPHALT RUBBER APPROVED SIZE CITY ENGINEER) ACCORDANCE WITH ASTM DESIGNATION 03405. 6. PROVIDE EXPANSION JOINTS AT MAXIMUM SPACING OF FORTY (40) FEET 4. PRE -MANUFACTURED JOINT PLATE. EACH WAY WITH CONTROL JOINTS 0 EVERY TWENTY (20) FEET. FORM JOINTS" WITH METAL KEY WAYS & PROVIDE 3/4"O SMOOTH DOWELS x 2'-0" f 0 20' O.C„ GREASE & WRAP ONE END. " 1' TYP. ALL SIDES DITCH #4 ADDITIONAL DOWEL TYPE EXPANSION JOINT DETAIL 7. RECOMMENDED PAVEMENT SLOPE TO DRAIN IS 0.75%BUT IN NO INSTANCE DITCH - -`-- (NOT TO SCALE) LESS THAN 0.35% OR HIGHER THAN 57., UNLESS NOTED OTHERWISE. �- 8. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & IS TO BE DISPOSED OFFSITE RESPONSIBLY AT NO SEPARATE PAY, SLOPE M ,,.,. PRECAST CATCH BASIN EXISTING GRADE PROP. VARIES PROP. BLDG ' PROPOSED REINFORCED CURB RE: TABLE 1 1/4" R CONCRETE DRIVEWAY -- 2% MAX. SLOPE (TYP) WATER LINE DO a 4-1 2 EDGE OF w ROADWAY F OR TABLE SANITARY SEWER 2" COMPACTED SAND BED STEEL 45 ` SEE TABLE o 6x�6W2.9xW2.9 WELDED WIRE FABRIC FOR LONGITUDINAL STEEL MAY BE USED IN LIEU OF THE REINFORCING Q STEEL GIVEN iN TABLE WITH OWNER'S APPROVAL. ADAPTER IF REQ'0 FULL JOINT OF PIPE CENTERED TABLE STANDARD OPEN DITCH DRIVEWAY (2 PLACES) ON WATER LINE REINFORCING STEEL INFORMATION FOR 4-1/2" THICK SIDEWALKS SAW CUT AND EXPOSE STEEL ON INSTALLATION REQUIREMENTS 1. IF "Y" IS GREATER THAN 6" AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER COH STANDARD DRAWING. 2. IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9', USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT. 3. IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING. TYPICAL SANITARY & WATER LINE CROSSING DETAIL (NOT TO SCALE) N0. I REVISION EXPANSION JOINT SPACING = 40 FT EXISTING CONCRETE STREET, 4 -0 2 fr = .'i nnn PRI ANn fv = An nnn GRI " Q SIDEWALK SIDEWALK THICK ESS WIDTH (TNI (FT) LONGITUDINAL STEEL NUMBER 6 END BAR G BAOF RS SPIC(NG SPACING TRANSVERSE STEEL # 3 BARS SPACING 4.5 4 3 21 3 48 4.5 1 5 3 27 3 48 4.5 4 22 3 48 4.5 7 4 19.5 3 48 4.5 8 4 22.5 3 48 4.5 9 5 20 3 48 4.5 10 1 6 1 19 3 48 CONCRETE SIDEWALK DETAIL (NOT TO SCALE) MINIMUM SAW CUT = 2 DEEP PROPOSED 7" BOARD EXPANSION OR REINFORCED NON EXTRUDING CONCRETE DRIVEWAY PREFORMED JOINT SEE GEOTECH SOILS #4 0 18" EA. WAY. REPORT FOR SUBGRADE ASTM A615 GRADE 60. REQUIREMENTS W/ CHAIRS 04'-0" (MAX.) SECTION O HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON., TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com Scale: Horiz: 1"=20' �oapoapp�o0a Vert,: NA OFT�9oll THE SEAL APPEARING ON THIS Drawn ey. WK Date: 02-16-12 DOCUMENT WAS AUTHORIZED BY RANA F, MAHM01 RANA F. MAHMOOD, P.E. 101163 ON ,1 101163 Design By: RM Date: 02-16-12 02-27-12 Checked. By: RM Dote: 02-16-12 �' �a4n000uo��a 1 l I -MINHOLE INLET BLOC OUT DETAII (NOT TO SCALE) V-6 j„ 1/2" TOOLED JOINT „ RE: SIDEWALK DETAIL 2 THIS SHEET 4" CHAMFER- n PVMT SEAL J iN • / 6 MIL POLY i SEPARATOR PROPOSED CONCRETE PVMT, COMPACTED SELECT (RE: DETAIL THIS SHEET) (NO SAND BED ALLOWED) i' SIDEWALK TIE --I T PAVE EN (NOT TO SCALE) I. TDP COLLEGE STATICIN Project No, 12-104 CONSTRUCTION NOTES & ETAIL Drawing No. 12104500 HIGHWAY 5 SOUTH I COLLEGE STATION, TQC 7 840 Sheet C6 of C6 CONSTRUCTION PLANS FOR PROPOSED DRAINAGE, PAVING WATER & SANITARY FACILITIES T NO. REVISIONS DATE -- HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com Scale: Horiz: NA �`"�44°044°4ao Vert.: NA Drawn By: SA Date: 02-13-12 THE SEAL APPEARING ON THIS RANA F. N1AHM��T DOCUMENT WAS AUTHORIZED BY RANA F. MAHMOOD, P.E. 101163 ON'0 101163 Design By: RM Date: 02-13-12 02-27-12 CEN Checked. By: RM Date: 02-13-12"" X04°oa�;avo TDF COLLEGE STATIC -__COVER SHEET HIGHWAY 6 'SOUTH COLLEGE STATION, TX 7 840 Project No. 12-104 Drawing No. 12104100 Sheet C1 of C6 PROPOSED PAVEMENT i VICINITY MAF TOP OF BANK 2' 0.5' 3'-0" 0.5' 2' TOP OF BANKNOT 27600 RE: PLAN 276.00 RE: S'-�" GRADE ELEV. MAX W.S.E.W275.5p " 6 CURB TO SCALE) I ( fit 1 swvA°2iEGEo i.Oz�Ftow 1 \/ / RE: PLAN 1 \ 3'-0" 3'- 0" 9r MAX. (TYP) ALLOWABLE � t- ELEV. 275,50 ., PONDING J c(n LU OJ 5" THICK CONC. ---� _ 5 1 1 5 I U ~ J �TYP. sl•�@ RONF. \ SCF. O ? (EA,, WAY) O.C. / (E i -- STORM INLET (TYP.) Fy Z 60 �� SLOPE VARIES I I i RE, PLAN FOR NOTE: REFER TO PLAN FOR BREAKDOWN FOR MAX, PONDING JO y9jY �, SITE f Q M " it FLOWLINE ELEV. MIN. SLOPE = 0.15% BEING UTILIZED FOR EACH INDIVIDUAL DETENTION AREA. Q Gds yy /v� %v� CITY OF COLLEGE W N STATION MONUMENT #131, d I- / / TY'ICAL- SECTION ®��1I,E TYPICAL DETE NTION PROFILE �QV � o�� o�o d w �,_0 WWAALLLL NOT TO SCALE ® PAVEMENT SECTION roti �o 00 a o >- J TYPICAL E}CPREME EVENT OVERFLOW\ -ONT. CONCRETE-LINED 3WALE W/ #3 STIR, O 18" O.C. ( NOT TO SCALE) Cit Lo dM yr b 1= I URPLIE MARTIN d N = o CONTRACTOR SHALL CONNECT ALL in DOWNSPOUTS W/ 8" HDPE PIPE TO STARLING DR. Q- N w UNDERGROUND STM SWR (TYP). RE: 40, 20 0 20 40 Feet w ARCH. PLAN FOR DOWNSPOUT SIZE AND LEGAL DESCRIPTION v W w LOCATION. , SCALE: 1 20 w W I N °' I W N U' ¢ N -275- 1.HB 275.60 , I N N N I ACRES OF LAND BEING PART OF LOT 1 OF A TRACT OF 1:503 rn = 2.FL 275,35 \ \ 2.FL 275,20 / I1 B 75.60 COOPER'S SUBDIVISION, IN COLLEGE STATION, BRAZOS COUNTY, N CONTRACTOR SHALL RELOCATE 3,HB 275.60 0 �� 5, (N 40 3500 E 310.887 \ S.275.60 SWALE / FL 275,05 I ,HB 275.60 10 21 14 21 TEXAS ACCORDING OF THE OFFICII TO PLAT RECORDED IN VOLUME 4708 PAGE 230 L RECORDS OF BRAZOS COUNTY. �p o cr I o ( P.P SUNG POWER POLE 3 '10"E 31090' \ 3 (TYP.) / II FOUND 1/2" IRON ROD G 275.60 (RE: PLAN) TOP OF BANK TOP OF BANK / _�„_ WALE O 0.15% 2 o \ v - ,� ELEV 276.00 ELEV 276.p0 OP S z \ • - 1 0 0 o G 275.6 " a- _ 275 x qi PROP CB18 WATER ELEV. 275.50 3 1111111 I I N TC-2:, - P 276 ( Irl TG 27S.g0 FL 272.65 3 - 0 i ILS o. _ - - ' i-i I / ► SOD GRASS _► 11.=' FLOOD ALAI DATA w (TYPICAL) I TOE ELEV 268.40 T I DYEST LIE THE 00 YEAR FLOOD PLAIN DELINEATED FEDERAL INSURANCE I E ADMINISTRATION'S I i TC 275.95 PROP. o ^ G 275.60 CL TYPICAL DETENTION POND SECTION A A FLOOD HAZARD 48041CO201D, BOUNDARY MAP, COMMUNITY-PANEL NO. I I I �� / 7 45 13,697 S.F. / , I FF -276.00 w °- NOT TO SCALE) ( LEGEND i / - A � , o _ "In . HDPE WITH SMOOTH BORE AND STORM SEWER RUBBER GASKETS) / 275.4 Ln DETENTION TC 275. / :. i CALCULATIONS -+�^- PROPERTY LINE PROP. 32 DRIVEWAY WITH 54'2-24" RCP CULVERTS 1 I I :r 5 , - - - - - / t / ch m m i• g; W 'V SITE AREA _ = 65,470 S.F. (1.503 AC.) HIGH POINT (H,P,) ' WITH SETS & "D' INLET. SIZE 8c I I er m I TC „,; 275,95 O \ \ p, i- ;�� v •+ / / > N DETEN11ON REQUIRED (RE:DETENTION CALCULATIONS SHEET C3) _ , = 31 931 C.F. (0.73 AC-FT); I ` DIRECTION OF FLOW GRADE OF CULVERTS TO BE I I Ci N O \ \ / 275.10 \ \ / / /x O- to F S Y <g 40 •A DETENTION PROVIDED IN POND - = 21,475 C.F. (0.493 AC-FT) CONFIRMED BY TXDOT I ' 5.75 \ \ /%" 11 DETENTION PROVIDED ON PARKING = 9,496 C.F. (0.218 AC-FT) XIST,=FILLED RO ,=OPEN STORM/SANITARY SEWER MANHOLE t TC 275,60 `` F -_ - \ \ / ® \ \ I / / s / --�- • 3 n z :# / I 0' DETENTION PROVIDED PIPES &INLETS = 975 C.F. (0.022 AC-FT) '" EXIST PROP.=OPEN .=FILLED CATCH BA�IN (C.B.) BY P RK EQUIPMENT, S � n ` TOTAL. DETENTION PROVIDED 31, =- 946 C,F. (0.733 AC-FT); HOUSTON 713-93 -7602 OR EQUAL .7 I ij0 °V C275,0 I F 5.30 -E- - - - - - I Q , -� � _• \ ----- -- �- fi PROP CB18 , � j (RE: SCHEDULE FOR SIZE) Q H.,: I I O et ger Z ^ Z `.. T �-� ®, �. TC 5 TC 2 5.90 C 90 TC 275,90 TO 275.90:Y 4 TC 5.60 F . 5,60 A TO 275.00 NET DETENTION PROVIDED 31,931 C.F. (0.733 FL 271.87 «AC-FT.) Z 0.73 AC-FT 1• ACCUM DRAINED AREA (ACRES) 161 ACCUM FLOW RALE '(CFS) ) 5.40 1P 0 5.40k TP 5.10 TOY'275.80 MAX DETENTION WATER SURFACE ELEV W S.E. - 275.50 (. • ) - / , I I / I RESTRICTOR CALCULATION AREA DRAINED PER INLET (ACRES) FLOW RAPE PER INLET (CFS) 1 p' 276.00 75 50 / / ®7 / TC 275.75 \ 275.15 PROP CB24 'y 275.00 / / 5. 5 TG 2 4 75 / / PROP CB24' 274.90 / ` \ / I TG 27 .75 S, /•I. �/2 1/2 Q = CA x (2g) x (H) $� 3 EXISTING 'GRADE ELEVATIONS p0 ¢ I I I � FL 271 92 p / � FL 271.70 � T/ vz ,/+ D = Q / (2.25 H'/4) _ 2 �• EXISTING GRADE* CONTOURS _ a o - ( _ -•. 74. ��; , - ....,C = -. : , v �. , -,27510 , -�►_ .., ., :24, u , k § .: TP 274.9 275.10 274.9 Q �2 ---�•-/ 4 �5 TC 75,60 u, 3 ,, ,, s ,<. .,. w w,;..-.;; TP 274.9 „l: y i4.xu.. ,.,hy fia ,.... er ., F .sa ,,,} v. .._`5. C t s„! i,. _ ,. s f c!,.^., 111:. '� PROPPVT.iO� TB ':��. OR Q OUTFALL DISCHARGE(CFS) = 4.10 CFS ( ) W �.. rR (L a o ( I i I I .. P CB24 \ G 274.75 \ 1. 272.25 3�� .c .e+,>L : ... ..-. ,. .. ,�„ .. ... OB 3 qtr . dPr� YTS l08 , � ,X� , �'��:�� ,�:j2 ,,, , ,, � : �..�� 8 �i,�ND ,mss �� ,:��< HDPE @ 0,32/. .. :.. b a : �' E�' @rnD � ,( OB 6 „� � •.��k � QE. 9 / / / / _ _ C -RUNOFF COEFFICIENT- 0.$ A = ORIFICE AREA (S.F) H.C.M.R. H.C.C. HARRIS COUNTY MAP RECORDS ; F. HARRIS COUNTY CLERK'S FILE ~ I I 276.0 75 5 \ TC 275.40 \ 7 cu=.' \ PROP, PVT. 37'-24" TC 275.85 HDPE 120.20% / ( 27.51.0> t - 274.85 TC 275,75C 75 ', g = GRAVITATIONAL FACTOR = 32.20 H = HEAD (FEET) = 2.3 STORM SEWER PIPE RE: PLAN ( FL XX XX FLOW UNE ELEVATION TP 5 `A TC"27545 )/ TC 275.60 I a Q 5.1 .I X TOB 276.00 I D 4.10'/Z/ (2.25x2.3'/4) 0.73 FEET D = 8.6 INCHES USE 8 INCHES `' ' .' GROUT SOLIb C� FULL '. LENGTH 0 RESTRICTOR ., ' LEN F TG XX.XX TC XX'XX PROPOSED ELEVATION OF TOP OF GRATE OF INLET; I PROPOSED TOP OF CURB ELEVATION C 2 i TC 276.00 a iu caa ;. 00 WSE 275,50 A //� < . TP XXIXX PROPOSED TOP OF PAVEMENT ELEVATION ,pi I C 27 8 / TP 27 .0 O=a . az al PFt POSE EXTREME EVENT O� V 0 8' 0 PVC RESTRICTOR PIPE TW XXiXX PROPOSED TOP OF SIDEWALK ELEVATION / OV R-FL CONCRETE STRUCTURE �' 4 -0' LENGTH (RE: PLAN) FG XX�XX PROPOSED FINISHED GRADE ELEVATION I I i T 275.85 TC 275. TC 27 75 TC 275.0 a TC 27 90 75 5 5 ` (R • DETA L ON THIS SHEET) F 1,63 ", -' �------ N DETENTION SUMMARY I I I I , C 276.20TC 275.95 7 TP 7 / / / `'l „� n I A. AREA SERVICED (NEW DEVELOPED AREA)= 1.503 ACRES I I I i Z 75,4 1 / �, PR P. PRIVATE N o d pE EHTION POND N P o �� "'l 3� B. DETENTION STORAGE VOLUME REQUIRED= C. DETENTION STORAGE VOLUME PROVIDED= 0.703 AC-FT 0.703 AL-FT 75.85 1 TC 2 5.75 a TC 275.60 I coo (TO B8 MAINTAIN D UJ r w''� N = BY OWNER) D. MAXIMUM DESIGN WATER SURFACE ELEVATION= .275.60 ~ x TC 276.00 TC 27 .F 75 PROP C824 TC 27 0 275 0 TO 274.75 rri TC 275.65 w o 1P 276.10 FL 68,40 I E. MAXIMUM OUTFALL RATE ALLOWED= F. MAXIMUM OUTFALL RATE PROVIDED= G. RESTRICTOR SIZE= 4.10 CFS 4.10 CFS 8 INCHES w 5.50 5 3 FL 272.14 2 5. 5 ; , . /I 5'x5' CEMENT STABILIZED I SAND I I I \ \ TC 27 ,9D 2g '.4: /. _ �_ ifH TC 275.75 4= 7 .55 TC 275;70 c�� a� o 0 4% o / s di J y ( l i.-_..----- --- - --- - , ---- - - -- ---- -- - - -- -------- --__ • .- TC 275. 0 5 7 .... v I 0. 11QL1-YR/QF Jw Storm S@WerCalCLllatlOrlOITTI---- -.- ' -- ------- -- - --- ----- -- - ----- --------- 97 - - i .- I PROP, V 4 64.0- P - _ �� , �,, .,,., A ,_ ,• ,� �� ,� r�,.,, � ro 7s, o su r � �. �. ��. , . L , , t . �.h FL 24068,33 �, ,. � � . , < ... �. , K . , � , ., ... � .� �< ,, ... ,:. r. � max, a , PROP, PSV�T184��3��.�.PV.�,.�SCH��.>B.Oa�F,la CFSMATN.,��.�.�..",z��,.;�,�.��. 1 � ! P_ROJ_ECT. .TDP College Station - C S a n --- - -- � - --- - --- _ - ---- -- - _ _. ----- - - --- - -- - ----- --- i -- ----- ---- - _ -._ _ ---- I 0. 0• ( (� ES RI I W T(S VC \ e �- �� 3" FORCE MAIN FL 27 0 42525 W 304.681 _ \ FOUND 1/2° pESIGN --- - -- - - - - --- - - IRON ROD SYSTEM - STORM = 5 Year Curve iI - b/( --- -- Brazos County TG - 1 +TC)'�e - min !FL.=Flowlme - --- - - -- HG= H Gradient I FOUND 1 2" IRON40023'48"� /` r W 304.60 - - -- --I- -- ---- ---- BY -- -- - -! -- _ - 'L PROP TC 27565 a G 276,10 / Wali Khan ! -- - ---- ---- -' 76.00 1 C = 0, 0 (a + 0,20 Up=Ups rCalm Ir�x _ \ STM TG 275.5 FC 273.25 1' H.1 P OP STM. MH-1 / --- -- --j-- -_. ---- - I CHECKED BYRANA MAHMOOD, P.E. d= 8.50 _ Q C -- - ---- - -- --- e= - 0. 785 - _ I x A- ----- - --- IG=,utter -_--i -- - --I R=Top of Rim ! - -- \ . " V NOTES. d T 275.55 - --' - - _ _ - -- MH M I I AREA, TOTAL RUNOFF SUM OF; TO 1 _ --- - - INTENSITY SUM OF REACH DIAM i Slope - -- Mannings Des - - - --- ---- -- -- gn ! Design , Fall FL FL Actual ry, �c' I \ +i \ DETENTION AREA A 1. WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR PAVING AREA - 518 S.F. 60, FI. 265.33 -FROM TO (ACRES) AREA CO@F_; - i (MR) --- (ACRES) !-- C C. A 1 I FLOWS LENGTH OR RISE; - -- - --!! o ) j (CFS) IN /o Ca - -„; - P�. n (CF VelO0 ;-Bev. Bev. Velocity' --y - - -- -- fUs DS ( ) (FT) ! \ r' �\ DET PROVIDED = EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND = 61,518 x 0.5' CROSS THE EASEMENT EVERY 10'. -- -- ;---„ -- -- - -. --{IN/HR -(FT) _ -- _ _O - ; _UP {ft/s) I I \ �> = 30,759 C.F. CB-1 CB-3 0,28 0.28 Om 0.22 10.00 7.69 I. 1.72 12 1 0,32 0.011 ' 2,39 _ 1 3.04 0.33 j 272.251271 92 2. ALL PROPOSED CURBS ARE 6" TYPICAL, U.N.O. ON PLANS. - -__ ! 1_103 2.19 19 I \ 5 WATER VALVES CONTRACTOR SHALL CONTACT ENGINEER/ARCHITECT IF CURB CB-2 I CB 3 0.25 0.25 p.80 0.20 ; 10.001 , 7.69 1.54 j 12 1 0,32 0.011 2 ! 3.04 0.22 j 272.141271 92 1_96 14 I cu \ � , \ DEPTH EXCEEDS 6 . - C133 CB 6 0.17 0 70 ; 0,80 0.56 1 10.00; -68 7.69 4.28 108 18 0.20 7 3.15 ' 0.22 271 921271.701 2.17 1 1 0.011 5. °' z- 3. OVERHEAD AND UNDERGROUND UTILITIES MAY EXIST IN THE - = - - - -- - --- :--- ---- - - ' _- CB 4 CB-5 ; 0.45 0.45 0,80 0.36 : 10.001 _ -- -- - - - --- 2 80 1 15 ; 0 25 j 0.0 11 3 -- --- -- - --- - - ! 3 3.12 0 18! 272.05; 271 871 2 28 VICINITY OF THIS PROJECT. LOCATIONS SHOWN FOR EXISTING -7.69 -73 FOUNd CON R ( R O.W. UTILITIES ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST IN CB-5 CB-6 0,02 0.48 0.80 0.38 10.00; - ----.� 7.69 1 2.9'3 66 15 0,25 i 0.011 3.13 it 3.12 ! 0 17 271.87 j 271.70 2.39 I CENTERLINE INTERSECTION I P.P. THE VICINITY OF THE PROJECT WHICH ARE NOT SHOWN ON THE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CB 6 Pond 0.20 1 37 0,80 1.10 10.001 -- _---._-,_ --- _ 7.69 8.43 37 24 0 20 0.011 11.9 -=-- - --- - - -----i , 3.82 0.071271.701271.63 ; 2.68 I HIGHWAY 6 I LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE PROJECT, , Pond P-MH-1 0.13 I 1.50 0,80 1.20 10.00; _-- -� 7.69 9.24 33 24 0 20 { 0,011 11.99 _ _,-_-, 3.82 0.07 268.401268.33; 2.94 FRONTAGE RD & BARRON ROAD i N P-9- EXIST. SAN. M.H. RIM ELEV=273.25 PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCIES EXIST, NOTIFY ENGINEER IMMEDIATELY. _.__- _ __ ____-_i_ __.. _..___-- ._-__-- :----- -- P-MH-1 P-MH-2 ! 0 00 ! 1 50 0,80 1.20 110.001 ---_.-- ---,_---. -- ---- --___- _ 7.69 ; 9 24 1 184 3 ( ;-_--_- ;- j 0,011 _- -_- 0 25 j 273.501273 25 r' FL = 267.41' P-MH 2 E Ditch 0,00 1.50 0,80 1.20 i 10.00! 7.69 9 24 44 1 24 ; 0 ZO 1 0.013 10.14 ___-- 3.23 10.091273.251273 16 2.94 N40°17'53'E 52,35' �' (BECHMARK #1, CENTER OF COVER) ------ -!- , ---- .._. __ ___-_-_. ___-___ _ __-_.. -- - - - = ---- . --- -- --- ---= NO. REVISIONS DATE Scale: Horiz: 1"=20' Vert.: NA ��0�®@��eoanal OF7,14- TDP COLLEGE STATIO Project No, 12-1'04 HEIGHTS ENGINEERING LLC TEXAS TEXAS FIRM F-12333e CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX (281) 274-9153 www.HEIGHTSENGINEERING.com o P F THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY RANA F, MAHMOODy RANA F. MAHMOOD, P.E. 101163 ON $�'O� 101163oe 02-27-12 °°°°o��E�dd ° I4� m40000evA�a�' Drawn B : WK Date: 02-16-•12 y DRAINAGE, DETENTION, PAVING 8 HIGHWAY 6 SOUTH COLLEGE STATION , TK 77840 RADING 1' PLAN Drawing No. 12104200 Design By: RM Date: 02-16-12 Checked. By: RM Date: 02-16-•12 Sheet C2 of 06 [00 PROPOSED /PROVIDED VOLUME CALCULATIONS V =TOTAL VOLUME PROPOSED (AC. -FT.) V1 =Parking Storage V2 = Detention Storage V=V1+V2+V3 v 0.218 + 0.493 + 0.022 - 0.733 AC. -FT. Required Volume = 0.73 AC. -FT. Proposed Volume > Required Volume 0.733 AC. -FT. > 0.73 AC, - FT. Max. W.S.E. = 275.50' 100 -yr Developed Runoff VS. 10 -yr Allowable Discharge (Based on 150' Frontage) ALLOWABLE DISCHARGE RATE BASED ON 150.0' STRIP, 100- yr DEVELOPED RUNOFF CALCULATIONS, A = Area (Acre) for 150' accounted for in allowable discharge TOTAL AREA 1.503 ,ACRES A = (213' x 150') / 43,560 = 0.73 ac, Cw = Weighted 'C" value Developed condition C = 0.65 Proposed Pervious area 0,274 AC. 6C = 0,30) I = 10 -yr TxDOT Intensity for Brazos Co, (IN./HR) Proposed Impervious area = 1,229 AC. (C = 0.85) I = 8.63 IN/HR (Based on Tc = 10 min,) Q = Allowable 10 -yr discharge CW =0.274 x 0,30 + 1.229 x 0.85 = .075 __-> Prop, 'C' for entire site Q = CIA 1.503 I = 100 -yr TxDOT Intensity for Brazos Co. (IN./HRJ 00.65 x 8.63 x 0,73 = 4.11. CFS I = 11.64 IN/HR (Based on Tc = 10 mins) Q = Developed 100 -yr runoff Q=CIA IDF curve numbers Brazos Co., Texas (TxDOT Criteria) 10, = 0,75 x 11,64 x 1,503 = 1342 CFs 10 -year 100 -year NOTE: 100 -yr, 24 -hr Duration e (in) 0.763 e (ln) 0.730 Type III $torm Rainfall Depth b 180 b 96 For Brazos Co., Texas = 11.35 Inches d (mins) 8.5 d (mins) 8.10 I (In/hr) 18.63 1(in/hr) 11.64 Required volume = 0.73 gc-ft HEIGHTS ENGINEERING LLC CONSULTING ENGINEERS 11569 HWY 6 SOUTH': # 410 SUGAR LAND, TEXAS 77498 PHONE: (281) 685-1484 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com 14- 12 10 U U 3 0 6 4 2- 0-1 0 50 100 150 200 250 300 350 400 450 500 Time (Minutes) Scale: Horiz: Vert.: 1"=20' NA oaaacoc DP REQUIRED DETENTION VOLUME CALCULATIONS p..��. Drawn By: WK Date: 02-16-12 THE SEAL APPEARING ON THIS DOCUMENT 'WAS- AUTHORIZED BY RANA F, MIAHMOC SMALL WATERSHED METHOD DANA F. MAHMOOD, P.E. 101163 .02-16-1200ool�I ON 'O 101163 E,, Hydrograph Coordinates & Storage Analysts Date; 02-16-12 Detention Analysis ,(For Small Watershed) 114'a t/VAL t;�a Checked. By. RM Date: 02-16-12 o coum�ogm Excluding I Including Detention I Detention Area (acres): 1.503 1.503 - Rainfall Excess (inches): 8.2 8.2 Peak Discharge (cfs): 13.12 4.10 Total.Area,.A 1.503 1 Ac. Time to Peak (min): 41 131 Proposed Impervious Cover 1 1.229 1 Ac. Recommended Time Interval (min): 4 13 Proposed k of Imperviousness 81.77 Calculation Time Interval (min): 4 4 Runoff Calculation Results: Excluding Including Incremental Storage Cumulative Storage: Cumulative Rainfall Depth, P 11.35 Inch For I 100 year Time Detention Detention Difference Volume Volume Volume 24 1 hour (min) 0 (cfs) 0 (cfs) 0.0 (cs) 0 (ac -ft) (ac -ft) (cft) Initial Loss, FI Constant Loss, Fa r -0.7-5--1 inch Fo Urban 4 0.3 0.0 0 0.00 0.00 36 1 0.1 Inch/hr. I Develo ed I Condition 8 1.2 0.0 1 0.00 0.00 211 Excess Rainfall 8.2 Inch 12 2.6 0.1 3 OA1 0.01 652 Inflow Calculation 16 20 4.4 6,3 0.1 0.2 4 6 0.02 0.03 ` 0.03 -<0:06 1;459 2,698 b d 86 8 Fo 100 Brazos Year County 24 8.3 0.3 8 0.04 010 4,391 a 0.73 TxDOT 28 10,2 0.4 10 0.45 0.15 6,516 Intensity, 1 in 11.64 Inchlhr. Developed System Condition 32 11;6 0r6 l 0,46 -0.21 9,011 C 0.76 36 40 12.7 13.1 0.7 12 12 0.06 0.07 0.27 0.34 11,773 14, 75 peak inflow = 13.12 cfs 44 12.9 1.9 1.0 12 0.07 -0.40 17,5570 Outflow Calculation 48 52 12.2 10.9 1.2 1.4 11 10 0.06 0.06 0.47 0.52 20,311 22,765 b d 80 8.5 Fo 10 Brazos Year County 56 9.6 1.6 8 0.05 0.57 ?4,866 a 0.7 3 TxDOT System 60 8.5 1.8 7 0.94 0.61 26,628 Intensity, 1 m 8.63 Inch/hr, Serol-Develo dConditlon 64 7.4 2.0 5 0.03 0.64 ?8,084 C. 0.65 68 6.6 2.2 4 0.03 0.67 29,265 A ■ 0.730 . 72 5.8 2.4 3 0.02 0.6930,199 Allowed Outfall m' 4.14 feet cfs 76 5.1 2.6 3 0.02 0.71 30,910 80 4,5 2.7 2 0.01 0.72 31,419 Minimum Restricfor Size■ 6 Inch 84 3.9 2.9 1 0.01 0.73 31,748 Maximum 100 yr. Flood Elevation 276 feet 88 3.5 3.1 0 0.00 0.73 31.913 Outfall Flow Level 27 feet 92 3.1 3.3 0 0.00 0.73 31'931 height for orrice equation, h 2.8 deet 96 2.7 3.4 -1 0.00 73 819 Constant for orifice equation 0.8 100 2.4 3.6 .1 -0.01 0.73 31,588 Peak Outflow thro Restrlctor -4,10-cfs 104 2.1 3.7 -2 -0.01 0.72 31,254 108 1.8 3.8 -2 -0.01 0.71 30,827 Peak Outflow r 4.15 ofs 112 1.6 3.9 -2 -0.01 0.70 30,320 HEIGHTS ENGINEERING LLC CONSULTING ENGINEERS 11569 HWY 6 SOUTH': # 410 SUGAR LAND, TEXAS 77498 PHONE: (281) 685-1484 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com 14- 12 10 U U 3 0 6 4 2- 0-1 0 50 100 150 200 250 300 350 400 450 500 Time (Minutes) Scale: Horiz: Vert.: 1"=20' NA oaaacoc DP p..��. Drawn By: WK Date: 02-16-12 THE SEAL APPEARING ON THIS DOCUMENT 'WAS- AUTHORIZED BY RANA F, MIAHMOC DANA F. MAHMOOD, P.E. 101163 .02-16-1200ool�I ON 'O 101163 E,, Design By: RM Date; 02-16-12 114'a t/VAL t;�a Checked. By. RM Date: 02-16-12 o coum�ogm i i TDP COLLEGE STATION DETENTION CALCULATI NS i HIGHWAY 6 SOUTH COLLEGE STATION, TX 7 840 i Project No, 12-104 Drawing No, 121042.10 Sheet C3 of C6 x I I I I I I I 'x � I � x I IPB IX\_ x x x xSFx xSFx xE)X i I I FOUND 1/2" IRON ROD I I FOUND 1/2" IRON ROD / FILTER iFABRIC CAN BE USED IN-UEU OF STRAW BALES J i Q FOUNd CON RE IR O.W. 50 FT. MIN. o P.P. I Nw I GEOTEX11LE FOR FULL WIDTH 8 INCHES MINIMUM GRADED AND LENGTH OF STABILIZED TO PREVENT SEDIMENT CONSTRUCTION ACCESS. FROM LEAVING SITE, E SECTION PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ACCESS AND EDGE OF ROADWAY. EXISTING 50 FT. MIN. GROUND W x E N LL o E. GRANULAR FILL PLAN CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02365 -STABILIZED CONSTRUCTION ACCESS. SCA SYMBOL Gra P1009Go IPB �Iufp And SYMBOL GENERAL NOTES: 1. PLACE GRAVEL BAGS IN THE GUTTER ON EACH SIDE OF THE INLET OPENING, BAGS SHALL BE PLACED TIGHTLY AGAINST THE CURB. 2. PLACE GARVEL BAGS AT BACK OF CURB ALONG INLET. 3. GRAVEL BAGS SHALL NOT BLOCK THROAT OF INLET, UNLESS DIRECTED BY THE ENGINEER. 4. IF THE LANE ADJACENT TO THE INLET IS CLOSED TO TRAFFIC, THEN ADDITIONAL BAGS SHALL BE PLACED CONTINUOUSLY ACROSS THE FRONT OF THE INLET, BUT SHALL NOT !`K THF TNR(1AT !1F TNF IL O O O O O T—.--. q D p O P WILL BE AMENDED TO REPLACE INEFFECTIVE BMPS IDENTIFIED ° ° INLET I I O ` q q WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. O O � 1 ° O O O O O O O O JO I0 F1 ❑ I° A SECTION 2: CNTROL MEASURE WILL BE PROPERLY SELECTED, INSTALLED AND MAINTAINED IN \ ' II FOUND 1/2" IRON ROD A CORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND GOOD ENGINEERING P C110E.'i IF DAMAGED OR RENDERED INEFFECTIVE, THE EROSION AND SEDIMENT j C NTROL WILL BE REPAIRED OR REPLACED IMMEDIATELY. STABILIZED CONSTRUCTION ACCESS o \ x F x (SF � x ��c x ST -)x , x C�x Oil', I E STO M' WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES THAT - IPB r AdDRESS I I, STMT. INDICATES STORM SEWER P.P. SEi+NER Ell NOT BE ALLOWED. _ S.E. INDICATES STORM SEWER EASEMENT 4, IF THE INTERIM PERIOD BETWEEN CONSTRUCTION OF UTILITIES AND STREET S.SII. INDICATES SANITARY SEWER EASEMENT C NSTRUCTION WILL BE MORE THEN 21 DAYS, THE STREET RIGHT-OF-WAY WILL W.IL.�i B (MULCHED OR OTHERWISE STABILIZED WITHIN THE 14 DAYS. I ES T. 5. AFTER PAVING COMPLETION, NEWLY GRADED AREAS AND ALL EXPOSED SOILS WILL j B.L \. STABILIZED. 6. CONTROL ;MEASURES WILL BE INSTALLED ALONG BACK OF CURB TO ADEQUATELY / 4. BACKFILL AND COMPACT THE EXCAVATED SOIL Pf EVENT SEDIMENT RUNOFF INTO STREETS ONCE PAVING COMPLETE. IM ORT, 7, C( NCRETI TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE z StRPLUS ICONCRETE OR DRUM WASH WATER ON THE SITE, UNLESS THEY ARE �\ I PROJECT SHALL COMPLY WITH THE TCEQ RULES REGARDING U' TNG A ROPERLY DESIGNED AND DESIGNATED CONCRETE WASHOUT AREA. STORM WATER'', POLLUTION. ALL PAPERWORK REQUIRED BY THE TCEQ SHALL BE X PRESE T ON THE JOB SITE AT ALL TIMES. IT'S SUGGESTED THAT THE REQUIRED 8. EI;OSION IN,tALLEI NO SEDIMENT CONTROL MEASURES THAT HAVE BEEN IMPROPERLY OR HAVE BEEN DISABLED, RUN -OVER, REMOVED, OR OTHERWISE E POSTED ON A "SIGN, POST OR BULLETIN BOARD" THAT WOULD BE READILY A REIINDERE INEFFECTIVE MUST BE REPLACED OR CORRECTED IMMEDIATELY, THE RESPONSIBILITY 9. M')INTEN� INi PEC CE AND REPAIRS WILL BE CONDUCTED WITHIN 24 HOURS OF REPORT. TO 10, SEDIMENT�WILL BE REMOVED FROM BEHIND THE FILTER FABRIC FENCE WHEN THATIFAEVIO VIOLATION IT REACH S 1/3 THE HEIGHT OF THE FENCE. IDENTIFIED. CONTACT TCEQ 11, $ DIME NT WILL BE REMOVED AROUND THE INLET BARRIERS AND DIKES WHEN E STO GE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. /—SILT FENCE FABRIC 12, IN3PECTKNS OF ALL BMP'S WILL BE CONDUCTED EVERY FOURTEEN (14) Ll DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT /—WIRE OR PLASTIC GRID MESH 0 i 10.5 INCHES OR GREATER: OR EVERY 7 CALENDAR DAYS. SUPPORT 13. EROSION (AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLANS WILL i BE INSPECTED TO INSURE EFFECTIVE OPERATION. PROP. 1 -STORY / x BUILDING / • \ a� I / ( / \ 13,697 S.F. I I x ( / / F -F =276.00 x / \ ' / ol IPB - P IB IPB x I I I I I I I 'x � I � x I IPB IX\_ x x x xSFx xSFx xE)X i I I FOUND 1/2" IRON ROD I I FOUND 1/2" IRON ROD / FILTER iFABRIC CAN BE USED IN-UEU OF STRAW BALES J i Q FOUNd CON RE IR O.W. 50 FT. MIN. o P.P. I Nw I GEOTEX11LE FOR FULL WIDTH 8 INCHES MINIMUM GRADED AND LENGTH OF STABILIZED TO PREVENT SEDIMENT CONSTRUCTION ACCESS. FROM LEAVING SITE, E SECTION PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ACCESS AND EDGE OF ROADWAY. EXISTING 50 FT. MIN. GROUND W x E N LL o E. GRANULAR FILL PLAN CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02365 -STABILIZED CONSTRUCTION ACCESS. SCA SYMBOL Gra P1009Go IPB �Iufp And SYMBOL GENERAL NOTES: 1. PLACE GRAVEL BAGS IN THE GUTTER ON EACH SIDE OF THE INLET OPENING, BAGS SHALL BE PLACED TIGHTLY AGAINST THE CURB. 2. PLACE GARVEL BAGS AT BACK OF CURB ALONG INLET. 3. GRAVEL BAGS SHALL NOT BLOCK THROAT OF INLET, UNLESS DIRECTED BY THE ENGINEER. 4. IF THE LANE ADJACENT TO THE INLET IS CLOSED TO TRAFFIC, THEN ADDITIONAL BAGS SHALL BE PLACED CONTINUOUSLY ACROSS THE FRONT OF THE INLET, BUT SHALL NOT !`K THF TNR(1AT !1F TNF IL O O O O O T—.--. q D p O P WILL BE AMENDED TO REPLACE INEFFECTIVE BMPS IDENTIFIED ° ° INLET ° O O IIIII q q WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. O O O O 1 ° O O O O O O O O JO BALE 4-24 INCHES FROM INLET `-STRAW BALES STAKED WITH 2 STAKES PER BALE IPB PLAN SYMBOL 2 INCH BY 2 INCH WOOD 12 STAKE EMBEDED 8 INCHES COMPACTED SOIL TO __ , /,-STAKED STRAW BALE PREVENT PIPING 4" 1 01 L . LET C SECTION STABILIZED CONSTRUCTION ACCESS GRAVEL BAG INLET PROTECTION BARRIER STRAW BALE DROP INLET PROTECTION BARRIER (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) VI 1. SET SUPPORTS AND EXCAVATE 4 IN. x 6 IN. TRENCH UPSLOPE ALONG LINE OF SUPPORTS. 4 FT. MAX FOR UNREINFORCED FENCE. 6 FT, MAX FOR REINFORCED FENCE. 3. ATTACH SILT FENCE FABRIC TO WIRE FENCE AND EXTEND INTO THE TRENCH. CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02361 -SILT FENCES. -•x RSF x— DESIGNATES REINFORCED SILT FENCE —x SF x— DESIGNATES SILT FENCE SILT FENCE (NOT TO SCALE) I 14, THE SWP P WILL BE AMENDED TO REPLACE INEFFECTIVE BMPS IDENTIFIED CONSTRUCTIN ACCORDANCE WITH HCFCD PROJECT SIGNS: SPECIFICATION SECTION 01580. STORM WATER POLLUTION PREVENTION NOTES INSPECTIONS WITHIN 7 DAYS OF IDENTIFYING THE DEFICIENCY. 4'-0" EXTEND SILT FENCE 1. SEDIMENT WILL BE RETAINED ON SITE TO THE MAXIMUM EXTENT PRACTICABLE. WILL INCLUDE WHAT MAINTENANCE WAS DONE AS A RESULT OF THE 2. SECURE ERE FENCING TO SUPPORTS, FABRIC INTO TRENCH 84 0 INSPECTIiN. 0 1 USE 1/2" BOLTS TO SECURE I0 F1 ❑ I° A SECTION 2: CNTROL MEASURE WILL BE PROPERLY SELECTED, INSTALLED AND MAINTAINED IN TRASH AND FLOATABLE DEBRIS WILL BE CONTAINED WITHIN THE SITE. PRESSURE -TREATED 2 -) 6 " X— A CORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND GOOD ENGINEERING P C110E.'i IF DAMAGED OR RENDERED INEFFECTIVE, THE EROSION AND SEDIMENT j C NTROL WILL BE REPAIRED OR REPLACED IMMEDIATELY. STABILIZED CONSTRUCTION ACCESS 3: EN PLI PING (DEWATERING) STANDING STORM WATER FROM THE SITE, THE 0I Oil', SHALL USE APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) FROM E STO M' WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES THAT - AdDRESS (DEWATERING ACTIVITIES. UNTREATED/DIRECT DISCHARGE INTO A STORM STMT. INDICATES STORM SEWER SEi+NER Ell NOT BE ALLOWED. _ S.E. INDICATES STORM SEWER EASEMENT 4, IF THE INTERIM PERIOD BETWEEN CONSTRUCTION OF UTILITIES AND STREET S.SII. INDICATES SANITARY SEWER EASEMENT C NSTRUCTION WILL BE MORE THEN 21 DAYS, THE STREET RIGHT-OF-WAY WILL W.IL.�i B (MULCHED OR OTHERWISE STABILIZED WITHIN THE 14 DAYS. I ES T. 5. AFTER PAVING COMPLETION, NEWLY GRADED AREAS AND ALL EXPOSED SOILS WILL j B.L BE COMPLETELY STABILIZED. 6. CONTROL ;MEASURES WILL BE INSTALLED ALONG BACK OF CURB TO ADEQUATELY 4. BACKFILL AND COMPACT THE EXCAVATED SOIL Pf EVENT SEDIMENT RUNOFF INTO STREETS ONCE PAVING COMPLETE. IM ORT, 7, C( NCRETI TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE THE 0 ER- StRPLUS ICONCRETE OR DRUM WASH WATER ON THE SITE, UNLESS THEY ARE WORK N THI PROJECT SHALL COMPLY WITH THE TCEQ RULES REGARDING U' TNG A ROPERLY DESIGNED AND DESIGNATED CONCRETE WASHOUT AREA. STORM WATER'', POLLUTION. ALL PAPERWORK REQUIRED BY THE TCEQ SHALL BE I PRESE T ON THE JOB SITE AT ALL TIMES. IT'S SUGGESTED THAT THE REQUIRED 8. EI;OSION IN,tALLEI NO SEDIMENT CONTROL MEASURES THAT HAVE BEEN IMPROPERLY OR HAVE BEEN DISABLED, RUN -OVER, REMOVED, OR OTHERWISE E POSTED ON A "SIGN, POST OR BULLETIN BOARD" THAT WOULD BE READILY A REIINDERE INEFFECTIVE MUST BE REPLACED OR CORRECTED IMMEDIATELY, THE RESPONSIBILITY 9. M')INTEN� INi PEC CE AND REPAIRS WILL BE CONDUCTED WITHIN 24 HOURS OF REPORT. TO 10, SEDIMENT�WILL BE REMOVED FROM BEHIND THE FILTER FABRIC FENCE WHEN THATIFAEVIO VIOLATION IT REACH S 1/3 THE HEIGHT OF THE FENCE. IDENTIFIED. CONTACT TCEQ 11, $ DIME NT WILL BE REMOVED AROUND THE INLET BARRIERS AND DIKES WHEN E STO GE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. /—SILT FENCE FABRIC 12, IN3PECTKNS OF ALL BMP'S WILL BE CONDUCTED EVERY FOURTEEN (14) OLENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT /—WIRE OR PLASTIC GRID MESH 0 i 10.5 INCHES OR GREATER: OR EVERY 7 CALENDAR DAYS. SUPPORT 13. EROSION (AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLANS WILL i BE INSPECTED TO INSURE EFFECTIVE OPERATION. CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02361 -SILT FENCES. -•x RSF x— DESIGNATES REINFORCED SILT FENCE —x SF x— DESIGNATES SILT FENCE SILT FENCE (NOT TO SCALE) I 14, THE SWP P WILL BE AMENDED TO REPLACE INEFFECTIVE BMPS IDENTIFIED CONSTRUCTIN ACCORDANCE WITH HCFCD PROJECT SIGNS: SPECIFICATION SECTION 01580. �o�o o�DFrF9*°� THE SEAL APPEARING ON THIS o* �* DOCUMENT WAS AUTHORIZED BY RANA F. MAHM�ODm RANA F. MAHMOOD, P.E. 1 D1163 ON co <101163 02-20-12 co�QosS OEN� loa ANAL °ga�a9N-1k.0 THROUGH INSPECTIONS WITHIN 7 DAYS OF IDENTIFYING THE DEFICIENCY. 4'-0" EXTEND SILT FENCE 15, REPORTS WILL INCLUDE WHAT MAINTENANCE WAS DONE AS A RESULT OF THE °I FABRIC INTO TRENCH 84 0 INSPECTIiN. 0 1 USE 1/2" BOLTS TO SECURE I0 F1 ❑ I° A SECTION STRAW BALES AROUND/ SILT FENCE 16, ALL LITTER, TRASH AND FLOATABLE DEBRIS WILL BE CONTAINED WITHIN THE SITE. PRESSURE -TREATED 2 -) 6 " CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02361 -SILT FENCES. -•x RSF x— DESIGNATES REINFORCED SILT FENCE —x SF x— DESIGNATES SILT FENCE SILT FENCE (NOT TO SCALE) I NOTF� � CONSTRUCTIN ACCORDANCE WITH HCFCD PROJECT SIGNS: SPECIFICATION SECTION 01580. �o�o o�DFrF9*°� THE SEAL APPEARING ON THIS o* �* DOCUMENT WAS AUTHORIZED BY RANA F. MAHM�ODm RANA F. MAHMOOD, P.E. 1 D1163 ON co <101163 02-20-12 co�QosS OEN� loa ANAL °ga�a9N-1k.0 5'-0„ to I 4'-0" 0 ° I SWPPP ( ° °I I 84 0 ❑❑ ❑D le 0 1 USE 1/2" BOLTS TO SECURE I0 F1 ❑ I° SIGN AND PLEXIGLAS SIGN STRAW BALES AROUND/ SILT FENCE TO POSTS (3 PER POSTS) Design By: RM Date: 102-13-12 Checked. By. RM Date: 12-15-11 PRESSURE -TREATED 2 -) 6 " X— POST II II II o - M z —�— —II�— u u u LEFT SIDE FRONT 1'-6" oLII II Ll Ll CSN HOLDER 0 SCALE: 1"= 20' 20 40 Feet INDICATES PROPERTY UNE HEIGHTS ENGINEERING LLC TEXAS FIRM F 12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com Scale: Horiz: 1"=20' vert.. NA �o�o o�DFrF9*°� THE SEAL APPEARING ON THIS o* �* DOCUMENT WAS AUTHORIZED BY RANA F. MAHM�ODm RANA F. MAHMOOD, P.E. 1 D1163 ON co <101163 02-20-12 co�QosS OEN� loa ANAL °ga�a9N-1k.0 TDP COLLEGE STATS INDICATES PROPOSED STORM UNE Project Na. 12-104 p I Drawn By: SA Date: 02-13-12 INLET PROTECTION BARRIER WITH 84 0 PLA N Drawing No. 12104250 I�•••,B STRAW BALES AROUND/ SILT FENCE Design By: RM Date: 102-13-12 Checked. By. RM Date: 12-15-11 --X 5 X— SILT FENCE j C STABILIZED CONSTRUCTION ACCESS EXISTING STORM/SANITARY MANHOLE 0I I PROPOSED STORM/SANITARY MANHOLE PROPOSED STORM CATCH BASIN STMT. INDICATES STORM SEWER U.E. INDICATES UTILITY EASEMENT S.E. INDICATES STORM SEWER EASEMENT S.SII. INDICATES SANITARY SEWER EASEMENT W.IL.�i INDICATES WATER LINE EASEMENT I ES T. INDICATES EASEMENT j B.L INDICATES BUILDING UNE DESIGNATES STREET SWEEPING AREA IM ORT, ANT NOTE: THE 0 ER- EVELOPER, CONTRACTORS, BUILDERS AND OTHERS PERFORMING WORK N THI PROJECT SHALL COMPLY WITH THE TCEQ RULES REGARDING STORM WATER'', POLLUTION. ALL PAPERWORK REQUIRED BY THE TCEQ SHALL BE PRESE T ON THE JOB SITE AT ALL TIMES. IT'S SUGGESTED THAT THE REQUIRED PAPERWORK E POSTED ON A "SIGN, POST OR BULLETIN BOARD" THAT WOULD BE READILY A AILABLE FOR INSPECTION BY GOVERNMENTAL PERSONNEL AS. THE RESPONSIBILITY FOR POLLUTION PREVENTION IS PASSED FROM ONE PARTY TO IIBILITY THE SOCCURS,E PARTY SHOULD BE NOTED AND SO THATIFAEVIO VIOLATION THE PROBABLE RESPONSIBLEARTY CAN BE IDENTIFIED. CONTACT TCEQ FOR ANY CLARIFICATION OF REQUIREMENTS, 0 SCALE: 1"= 20' 20 40 Feet NO., REVISIONS DATE HEIGHTS ENGINEERING LLC TEXAS FIRM F 12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com Scale: Horiz: 1"=20' vert.. NA �o�o o�DFrF9*°� THE SEAL APPEARING ON THIS o* �* DOCUMENT WAS AUTHORIZED BY RANA F. MAHM�ODm RANA F. MAHMOOD, P.E. 1 D1163 ON co <101163 02-20-12 co�QosS OEN� loa ANAL °ga�a9N-1k.0 TDP COLLEGE STATS Project Na. 12-104 Drawn By: SA Date: 02-13-12 S TO R M WA TE R POLLUTION PREVENTION HIGHWAY 6 SOUTH , TX 7 COLLEGE STATION, 84 0 PLA N Drawing No. 12104250 Design By: RM Date: 102-13-12 Checked. By. RM Date: 12-15-11 Sheet C4 of C6 LEGEND NOTES: > Lu >- 1- 1. WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR v _ w PROPERTY LINE EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND F CROSS THE EASEMENT EVERY 10'. STORM SEWER N LL z 2, OVERHEAD AND UNDERGROUND UTILITIES MAY EXIST IN THE 00 0 - WASTEWATER VICINITY OF THIS PROJECT, LOCATIONS SHOWN FOR EXISTING ARE APPROXIMATEIN - WATER LINE THE ITIES VICINITY Of THE PROJE TNWH CH ARE N TOTHERESHOWN ONMAYSTHE (n V) N CITY OF COLLEGE w in i -V- FIRE HYDRANT (FH) PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STATION MONUMENT #131, o: LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE PROJECT, 3 a: w ¢ PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCIES O o o >_ GATE VALVE EXIST, NOTIFY ENGINEER IMMEDIATELY, � r)1. 1- EXIST. =FILLED(--) WASTEWATER MANHOLE It IT _ PROP,=OPEN cw > 5 j v EXIST.=FILLEDO STORM SEWER MANHOLE KEYED PLAN NOTES PROP,=OPEN v) CLEAN-OUT 2° DOMESTIC WATER METER WITH 2" STD. CONNECTION, 40 20 0 20 40 Feet SCALE: 1 "= 20' v w C. 0. L,> -- C.O. INLINE CLEAN OUT w I -275 ® PROPOSED WATER METER N STABILIZED SAND SACK CEMENT- l I BACKFILL COMPACTED = IMAX. DENSITY (N40 -35'00"E 310.889 l O N40°36'10'1 E 3101 'A.90' ^�� . • �� FOUND 1/2' IRON ROD P.PI If o \ \ \�-- I I`� z P,P.- I X iFL 272,50 I ( w I ,.-6"0 (SAN. SWR W I ` PVC S 26 0 1.0% / / PROP. 1 I BUILDING / ( / 13,697S. o INLINE I FF c-216.00 ~p° i i s CLEANOUT I- yt I I i CTYPJ a- p I M w / a: m rn LJ W I\ \ v t7 I 3 • PROP, 10' FIRE HYDRANT o a Z EASEMENT \ \\ \ / / 0 - ZD 0 PROP. 5' W M T a \\\\\ I///// I a , 1 -X,'x6lr V W/B k Z Z x EASEMEN -F - - - - - - - I `� H I i ,� ' PROP. 6" FIRE LINE VC S H. 40 / I I LINEr- VGC900CLASS 150 'Q ( (JL F 3< 1-6" GVB,B / / J�`�\ / I J I 1 -FIRE HYD1tANT PROP, PVT, STORM SEWER PROP, PVT. STORM SEWERLm / � I PIN IIA w / ilI 1 W J PROP. PRIVATE i / DETENTION POND I MAINTAINED W Q / 13Y OWNER) I I I I 1 _ F_: _J a I 1/8 BEND INCLUDED IN PRICE OF STUB. 4" PIPE 1.0% MIN. GRADE 6" PIPE 0,75% MIN, GRADE /8 BEND L --STRAIGHT RUN FOR SINGLE SERVICE NOTES: 1. ALL SINGLE SEWER SERVICES AND DOUBLE SEWER SERVICES, AS SHOWN, ARE INTERCHANGEABLE, AS REQUIRED, TO CONNECT WITH STACKS, DOUBLE WYES AND WYES, AS REQUIRED, TAPS FOR PVC PIPE TO BE PVC "T" OR "Y" SADDLE. 2. PROVIDE LOCATOR WIRE LOOPS FROM EACH SERVICE CONNECTION TO NEAREST MANHOLE. STANDARD SANITARY SEWER /Ld. SANITARY SEH \ X /� 1 w ° ... PROP, PVT, STORM SEWER S QO°23'48" W 304.60' (S 4203525" W304,687 \ FOUND 1/2" IRON ROD ' FOUND 1/2" IRON ROD / SHOE TYPE CLEAN OUT FRAME BRASS SCREWED /> / AND COVER MARRY SHCO #1011 CLEAN-OUT PLUG I\ i OR EQUAL '(SEE BELOW) ADAPTER IF REw w (2 PLACES) I \� °c°Cu . z I m _ UT WV 5 WATER VALVES 1/8 BEND ! �u �\ CLASS 150 C.I. PIPE ot CONC. �+ Z � FOUNd CON E I R O.W. 4 MINT MSN 1.. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED CENTERLINE INTERSECTION I I P.P. WITH A CLEANOUT AT THE UPSTREAM END OF THE PIPE. HIGHWAY 6 SHOE TYPE CLEAN OUT FRAME 3'-0" 2. IN PIPE 3" NOMINAL DIAMETER OR LESS, CLEANOUTS FRONTAGE RD & i I ETHROUGH 6" XIST. SAN. M.H. AND COVER MABBRY SHCO I� I SHALL BE LOCATED AT NOT MORE THAN 50' INTERVALS. BARRON ROAD � pp Z 1011 OR EQUAL. 3. IN PIPE 4" INCHES NOMINAL METER, CLEANOUTS SHALL E LOCATED AT RIM ELEV=273.25 # N FL = 267.41' -1 •. � - i��: � NOT MORE THAN 90' INTERVALS. 40°17'53"E 52,35' (BECHMARK #1, CENTER OF COVER) GONC. (3000 PSI,) O: I 4. A CLEANOUT IS REQUIRED AT THE JUNCTION OF THE /. a BUILDING DRAIN AND BUILDING SEWER. STANDARD SANITARY SEWER CLEAN OUT DETAILS (NOT TO SCALE) TE HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com SERVICE LEAD DETAIL (NOT TO SCALE) WATER LINE ILL JOINT OF PIPE CENTERED ON WATER UNE INSTALLATION REQUIREMENTS 1, IF "Y" IS GREATER THAN 6 AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER CITY STANDARD DRAWING. 2, IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9', USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT. 3. IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING, TYPICAL SANITARY & WATER LINE CROSSING DETAIL (NOT TO SCALE) Scale: Horiz: 1"=20'�0-'`%1"�'%%t% Vert.: NA PSE ©F rF, p y� THE SEAL APPEARING ON THIS Drawn By. SA Date: 02-16-12 DOCUMENT WAS AUTHORIZED BY ANA F, MAH( RANA F. MAHMOOD, P.E. 101163 ON 101163 Design By: RM Date: 02-16-12 02-27-12 v0000� F�Rr•ti. AL� Checked. By: RM Date: 02-16-12 c4°°"I'll, i FINISH GRADE NATURAL GROUND GENERA ANAVA IN PRICE, OFS (THESE NOTES C OL EXCEPT ASN TED OTHERVNSE IN PLANS & DETAILS) I�\ q, SHOWN FOR TYPICAL A. EXISTING I 7 TRENCH BACKFILL IF `' ` "`''' `'' `'' MATERIAL AS FOR LL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING ENCOUNTERED SOIL CONDITIONS PER COH UTILITIES PRIOR STANDARD DETAIL I ENGINEER IMhjEi I 11ITELY OF ANY W CREPANCIES, CEMENT STABILIZED SAND 2. CONTRACTOR I113 LL NOTIFY THE A PROPRIATE UTIUTY COMPANY 48 HOURS D TO MI TING NEAR THEIR( UTILITY. \. ANI 3. CONTRACTOR Sf TRENCH WIDTH =O.D PIPE+12" SANITARY/STORM , SEWER AND BACKFILL (NOT TO SCALE) BEDDING HIS OWN EXPENSE, WATER LINE ILL JOINT OF PIPE CENTERED ON WATER UNE INSTALLATION REQUIREMENTS 1, IF "Y" IS GREATER THAN 6 AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER CITY STANDARD DRAWING. 2, IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9', USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT. 3. IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING, TYPICAL SANITARY & WATER LINE CROSSING DETAIL (NOT TO SCALE) Scale: Horiz: 1"=20'�0-'`%1"�'%%t% Vert.: NA PSE ©F rF, p y� THE SEAL APPEARING ON THIS Drawn By. SA Date: 02-16-12 DOCUMENT WAS AUTHORIZED BY ANA F, MAH( RANA F. MAHMOOD, P.E. 101163 ON 101163 Design By: RM Date: 02-16-12 02-27-12 v0000� F�Rr•ti. AL� Checked. By: RM Date: 02-16-12 c4°°"I'll, i OUBLE WYE PLUG-` AT TOP' /INCLUDE GENERA NOTES: SITEWORK IN PRICE, OFS (THESE NOTES C OL EXCEPT ASN TED OTHERVNSE IN PLANS & DETAILS) A. EXISTING I I TILITIE% FACILITIES &"TREES IF 1. CONTRACTOR S LL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR 0 CONSTRUCTION OF PROPOSED FACILITIES, NOTIFY I ENGINEER IMhjEi I 11ITELY OF ANY W CREPANCIES, 2. CONTRACTOR I113 LL NOTIFY THE A PROPRIATE UTIUTY COMPANY 48 HOURS D TO PRIOR TO EXCA TING NEAR THEIR( UTILITY. 3. CONTRACTOR Sf I NLL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROIv DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS OPERATIONS WILL BE (REPAIRED BY THE A RESULT OF WNSTRUCTION CONTRACTOR A HIS OWN EXPENSE, 4. CONTRACTOR SII L TAKE EXTRA CARE TO PROTECT TREES IN AREAS ADJACENT TO CONSTRUCTI N. B. DOMESTIC; WATER SYSTIEM TEES (WYI: SIZES 1 17iRU 3 INCH SHALL BE PVC SCH 40. 1, ALL WATER UNT MAINS 2. ALL WATER MA IS SIZES 4 THRU 2 INCH SHALL BE AWWA C-900 CLASS 150 DR -18. 3. WATER LINE SHILL BE CONSTRUCTED AND TESTED IN ACCORDANCE 'WITH 'CITY OF COLLEGE t1ATION SPECIFICATION FOR WATER MAIN CONSTRUCTION AS CURRENTLY AM 7ND5D. 4. WATER LINE LL HAVE BANK SAND BEDDING AND BACKFILL. 5. PROVIDE THRIDff BLOCKING ACCORDING TO CITY OF COLLEGE STATION STANDARDS S ECIFICATIONS. 6. PROVIDE A h IN AUM 6 -INCHES OF CLEARANCE AT STORM SEWER AND WATER LINE I SSING, C. SANITA T 1, POLY --C SEWER SYS0119m LORIDE PSM (PVC)( PIPE SHALL CONFIRM TO ASTM SPECIFICATIONS -VINYL D3034 AND NSTALLED AGCORIING TO ASTM D2321. qAPED SERVICE UtIES SHAD_ BE CONSTRUCTED TO TRUE ALIGNMENT 2. ALL SANITA AND GRADE EWER AND SAGGING LINES WILL NOT BE PERMITTED, 3. BUILDING TIE- CONNECTION WILL BE MADE 'DIRECTLY TO THE STUB -OUT FROM THE BUII ANG PLUMBING Al THE FOUNDATION ON ALL WASTES OUTLETS. 4. WATER -TIGHT IDAPTERS OF A TYPE COMPATIBLE WITH THE MATERIALS BEING JOINED WILL BI USED AT THE PONT OF CONNEC11CN OF THE SERVICE UNE TO THE BUILDING LUMBING. NO CEM NT GROUT MATERIALS ARE PERMITTED, 5. NO BENDS OR rURNS AT ANY PONT WILL BE GREATER THAN 45 DEGREES. 6. EACH CLEANOI r WILL BE INSTA' D SO THAT IT OPENS IN A DIRECTION OPPOSITE TO THE FLOWi; F THE WASTE AN d, .EXCEPT IN THE CASE OF "WYE" 'BRANCH AND END -up -THE- INE CLEANOUTS, dEANOUTS WILL BE INSTALLED VERTICALLY ABOVE THE FLOW UNI OF THE PIPE. 7. CLEANOUT WIL BE MADE WITH AIRTIGHT MECHANICAL PLUG, 8. THE PHYSICAL'CONNECTION TO THE DISTRICT'S SEWER MAIN NU BE MADE BY USE OF AN At NPTER OF A 1YPE COMPATIBLE WITH MATERIALS BEING JOINED. THE CONNECT) N SHALL BE WA R11GHT. NO CEMENT GROUT MATERIALS ARE PERMITTED. 9. BACKFILLING C SERVICE LINES T0CH .MUST BE ACCOMPLISHED WITHIN TWENTY-FOUR(24) HOURS OF INSPECTION AND APPROVAL. NO DEBRIS WILL BE PERMITTED IN E TRENCH, 10. INLINE CLEAN UT5 SHAUN IBE IN I TALLED AT EVERY 90' FEET. r 6" x 4" OUBLE WYE PLUG-` AT TOP' /INCLUDE F STACK TO BE IN PRICE, OFS ACK �� fn c 14" REI ORCED CONC. IF o TRENCH MDTH AT CONTRACTOR OPTION . I S 1.5 SAC CEMENT STABILIZED _ a N SAND IB IE CKFILL COMPAC D TO 95%4C . DENSITY o IA MATCH WE SIZE FOR STACKS PVC SADD E FOR PVC PIPE. PVC SAD D E TEE ORIISADDLE PIPE j TO BE IN LUDED IN PRICE OF STACK USE FAC7RY TEES (WYI: TRENCH WIDTH TDP COLLEGE STATION SITE UTILITIES PLAN HIGHWAY 6 SOUTH COLLEGE STATION, T 77840 (NOT TO SC. Project No. 12-104 Drawing No. 12104300 Sheet C5 of C6 W BASIN SECTION I T� ,�1 T��T • •• 24" HDPE INLET PIPE 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS 1 INV EL - 268.33' +r. PLAN VIEW PRECAST CONCRETE BASIN BY ADJACENT TO CONSTRUCTION. 6 CONCRETE PAVEMENT PARK EQUIPMENT CO. •.. e•+ • „ � +••' (3,500 PSI 0 28 DAYS) 800-2546-8041 DUPLEX CONTROL PANEL w/ •a S STORM SEWER SYSTEM HIGH LEVEL ALRM BEACON PUMP No. TYPE ELECTRICAL GPM MH RPMHP V R Hz GENERAL NOTES: SITEWORK 165 V 17501 1240 13 1 60 r CATCH BASIN _,_T_,_,_,_,_ -'-'-' BOX 165 V 17501 1 240 13 1 60 CATCH MFG: PARKUSA NAMEPLATE 256-8041 (800) 256-8441 ..'''"'`:ter,, 6% a ,- W2 NOTE: NOTE: Spec CONCRETE` (rrQ ' n � L VARIES COMPOSED TO 95% STD. PROCTOR MAX. DRY DENSITY (ASTM D698). BAST NOTES CONTROL EXCEPT AS NOTED OTHERWISE IN PLANS & DETAILS (THESE ) ( E 3 #4 CONT. a w - - - - - _ ,5ltCTION TRAFFIC DUTY--�--- ,!T!T!T , ,', SKID -RESISTANT STEEL CAST IRON GRATE ---!TIT! 4 19.5 MODEL: WW48-NtA2'23 DATE MANUFACTURED 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR + , �" JB12 ALL DASHED PIPING TO 8E Class 1 4500 PSI' rrat 28 with design strength of at 28 days. Unit is of monolithic 18" L 2 VARIES L 2 VARIES 10" ® 18"o.a. XI<Z A. EX/STING UTiL/TIES, FACILITIES &TREES CB18 JB18 iTi _, PEDESTRIAN DUTY STD. =T''''=T==-' iT Tr [TRAFFIC -DUTY OPTIONAL] =1 (=1 MlI_I-1 TYPICAL PAVEMENT 8, CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF THE CONDITION PRIOR 30" 30"X36" SINGLE LEAF a I III -III. ��, �� ' y. fir; •' CB20 FURNISHED BY CONTRACTOR at Hoar, first stage of wall and baffle with sectional riser to required depth, baffle with =1 = REINFORCEMENT, TO STARTING WORK. 30" 4" 17" RE: GENERAL NOTES 1,335 C824 JB24 32" 22" 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING ALUMINUM HATCH w/ 55 5" 22" TYPICAL CURB DETAIL CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE !DISTURBED CB27 J827 37" 25" DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION 36" 1. CONTRACTOR SHAD. FIELD VERIFY LOCATION AND ELEVATION OF ALL 24" (NOT TO SCALE) CAST -IN STEEL FRAME CB30 JB30 42" HINGES k SLAMLOGK (� PS F) C. PAVING & GRADING 36" ° - ' _ 30" REINFOR CE ENT 3,675 CB36 JB36 48" LOOSE FIT 26 GAGE �. EXISTING UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. 6" 32" 38"x38"x2" JOINT SEAL (SEE NOTE 3) STEEL TUBE OR VEGETATION. REMOVE TREE STUMPS AND ROOTS. -OVER-EXCAVATE SOFT AREAS AND REPLACE WITH SELECT FILL, FREE OF "" } ORGANIC MATTER, WITH PLASTICITY INDEX OF 7 TO 20 AND A MINIMUM LIQUID ' + ' 050 - 510 HP ' "° > .'•• ' 1 /4" R. ,; ; , . ' ; .;` ; SEE NOTE 11' '>, °• LIMIT OF 28 PERCENT. FILL SHALL BE PLACED IN SIX(6) TO EIGHT(8) INCH • Grade 60 rel nfoirced to ASTM A615 with steel rebar conforming on required centers or equal, ., M LOOSE LIFTS AND COMPACTED TO 95% OF STD. PROCTOR (ASTM D698-78) 2" CLR - a' MAX, DRY DENSITY, NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 075 - 7,5 HP VA TEs -PROOF-ROLL TO 95% OF STD. PROCTOR (ASTM D698-78) MAX, DRY DENSITY. j0 .SEE NOTE. 4 .• •, -STABILIZE PAVEMENT SUBGRADE AS PER SOILS REPORT. DEFORMED`_ END' °` .. '> NOTE: 100 - 10,0 HP MAX, DRY DENSITY. (TYP.) !. 2. ALL CONCRETE PAVEMENT SHALL BE 6" THICK, U.N,O. CONCRETE PAVEMENT JOINT PLATE 18" FOR DUMSPTER'AREA SHALL BE 7" THICK, 150 - 1510 HP 3. CONCRETE COMPRESSIVE STRENGTH = 3,500 PSI (5 SACK) 0 28 DAYS, HOJES VERIFY ALL ELEVATIONS 1. DOWELS FOR PAVEMENT EXPANSION JOINTS SHALL BE 3/4"0. ALUMINUM HACH: 3"CL (TYP.) :.:... SLOPE `' SLOPE , '." °': 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATING NEAR THEIR UTILITY. AT A MAXIMUM OF FOUR (4) FEET EACH WAY. OPTIONAL EXTENSION 6" or 12" IN ACCORDANCE WITH ASTM DESIGNATION D3405. 6. PROVIDE EXPANSION JOINTS AT MAXIMUM SPACING OF FORTY (40) FEET 4. PRE -MANUFACTURED JOINT PLATE. ' PRIOR TO FABRICATION I 30 PS tainle s plate, floor Heel tamperproof (bolting t&h hinges WITH METAL KEY WAYS & PROVIDE 3/4"0 SMOOTH DOWELS x 2'-0" :° .; •.a : °'. ••. 20' O.C., GREASE & WRAP ONE END. DOWEL TYPE EXPANSION JOINT DETAIL 7. RECOMMENDED PAVEMENT SLOPE TO DRAIN IS 0,75%a BUT IN NO INSTANCE •,, LESS THAN 0.357. OR HIGHER THAN 5%, UNLESS NOTED OTHERWISE. vavr (NOT TO SCALE) 3' DISCH i slamloch. H�. Rating Optional , ,•., a .• � ; • . ' a ,..:®• • � .. ', ° .. . ° :,.. •. • :°' ' � = 8. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & 3 CONTRACTOR SHAH TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED ��•• SAFETY NET HATCHWAY S •: ••; � '%��:�: . ., � ' • 2'X3' REDUCER (, PUMPS: Pumps shalt be �ntritugal type with integral non -dog .4 r°. 2% MAX. SLOPE (TYP) AS A RESULT OF CONSTRUCTION OPERATIONS WILL BE REPAIRED BY THE z1 WATER LINE ¢ a 4-1 2 "" LJ UJ to SEE TABLE �.�.�, ,y.,., 2" COMPACTED SAND BED STEELANSVERSE ! unit and submergible type motor, Pumps shall have a SEE TABLE - FOR LONGITUDINAL CONTRACTOR AT HIS OWN EXPENSE. 6x6 - W2.9xW2.9 WELDED WiRE FABRIC STEEL MAY BE USED IN LIEU OF THE REINFORCING PRECAST CONCRETE _ STEEL GIVEN IN TABLE WITH OWNER'S APPROVAL, ADAPTER IF REQ'D FULL JOINT OF PIPE CENTERED TABLE .�� .,;;r:; r. ,: ,y : (2 PLACES) ON WATER LINE oa dcit as foilbws: capacity W BASIN SECTION I T� ,�1 T��T • •• 24" HDPE INLET PIPE 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PROTECT TREES IN AREAS 1 INV EL - 268.33' +r. PLAN VIEW PRECAST CONCRETE BASIN BY ADJACENT TO CONSTRUCTION. 6 CONCRETE PAVEMENT PARK EQUIPMENT CO. •.. e•+ • „ � +••' (3,500 PSI 0 28 DAYS) 800-2546-8041 DUPLEX CONTROL PANEL w/ •a S STORM SEWER SYSTEM HIGH LEVEL ALRM BEACON PUMP No. TYPE ELECTRICAL GPM MH RPMHP V R Hz 1 NO -CLbG 165 V 17501 1240 13 1 60 2 NON-CLOGI 165 V 17501 1 240 13 1 60 1/4' TOOLED JOINT THIN WALL KNOCKOUT ON CONTROLS: 1. STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH " ALL 4 SIDES, SEE Ko NEMA -4X JUNCTION 4' GALV VENT Box Pump controls all be mounted inside a UL Listed TYPICAL PAVEMENT SECTION CITY OF COLLEGE STATION SPECIFICATION AS CURRENTLY AMENDED. DIMENSION FOR MAXIMUM ( W/ SCREEN PIPE O.D. NEMA -4X enclosure and include circuit breakers, (NOT TO SCALE) alarm circuit fuse, IEC rated motor starter, pump 2. STORM SEWER PIPE SHALL BE HDPE SMOOTH BORE WITH RUBBER - TA.C, EL = 275.55 HOA, and alterr}ator relay. Panel shall have a visual GASKET, U.N.O. ON PLANS. } alarm bacon. P nei is designed for remote mounting, ! Engineering Data 5 1/2" 1 1/2" BATTER 3. SET STORM SEWER MANHOLE RIMS TO MATCH FINISH GRADE, Wi Wt Field excavatidrl and preparation shall be completed 1/2"RL s R �` / 4. STORM SEWER INLETS SHALL BE PARK EQUIPMENT CATCH BASINS. / prior to delivery pip, valves assembly. Use dimensional data as shown. All pile, valves and fittings of the assembly are approved TOP OF PAVEMENT ELEVATION 5. CONCRETE PIPE SHALL BE BEDDED WITH GEMENT STABILIZED SAND IN ELECTRICAL CABLE &, • a : su by one of the following ossociatians; RE: GRADING PLAN 1 1/2"R ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS FOR CONDUIT (BY OTHERS) .• ' R a CONTROL CABLE BRACKET 11111111111CST' 1C Q INSTALLATION REQUIREMENTS 1, IF "Y" IS GREATER THAN 6" AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER COH STANDARD DRAWING, 2. IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9, USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT, 3, IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING. TYPICAL SANITARY- & WATER LINE CROSSING�ADEMUL (NOT TO NO. REVISIONS MODEL # SIDEWALK WIDTH (FT) CONCRETE PIPE. • � FLOAT SWITCH (TYP) _HIGH WATER`ALARM' LEVEL EL - 274.00' DIMENSIONS 3 6. PVC PIPE SHALL BE BEDDED WITH A MINIMUM OF ONE FOOT .OF CEMENT CATCH JUNCTION W1 W2 STABILIZED SAND. CEMENT STABILIZED SAND SHALL BE LAID IN 6" LIFTS H2 T1 KO GRIT COMPOSED TO 95% STD. PROCTOR MAX. DRY DENSITY (ASTM D698). BAST Box 3 #4 CONT. a w 4.5 4 19.5 PRESS-SEAL (TYP. 60 DI ) 60 - 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR CB12' JB12 15" #4x8" DOWELSw za REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO THE CITY OF 18" 2" 10" ® 18"o.a. XI<Z COLLEGE STATION STANDARDS. CB18 JB18 24" =1 (=1 MlI_I-1 TYPICAL PAVEMENT 8, CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF THE CONDITION PRIOR 30" 4" 15' I III -III. JOB, SHALL BE AS GOOD AS OR BETTER THAN CB20 JB20 26" =1 = REINFORCEMENT, TO STARTING WORK. 30" 4" 17" RE: GENERAL NOTES 1,335 C824 JB24 32" 22" 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING 36" 5" 22" TYPICAL CURB DETAIL CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE !DISTURBED CB27 J827 37" 25" DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION 36" 6" 24" (NOT TO SCALE) OF THE OWNING AUTHORITY. CB30 JB30 42" 30" C. PAVING & GRADING 36" 6" 30" 1. SUBGRADE PREPARATION: 3,675 CB36 JB36 48" LOOSE FIT 26 GAGE -STRIP PAVEMENT AREAS TO REMOVE ALL TOP SOIL, DEBRIS AND 36" 6" 32" 38"x38"x2" JOINT SEAL (SEE NOTE 3) STEEL TUBE OR VEGETATION. REMOVE TREE STUMPS AND ROOTS. -OVER-EXCAVATE SOFT AREAS AND REPLACE WITH SELECT FILL, FREE OF HARD PLASTIC ORGANIC MATTER, WITH PLASTICITY INDEX OF 7 TO 20 AND A MINIMUM LIQUID 050 - 510 HP ' "° > .'•• ' 1 /4" R. ,; ; , . ' ; .;` ; SEE NOTE 11' '>, °• LIMIT OF 28 PERCENT. FILL SHALL BE PLACED IN SIX(6) TO EIGHT(8) INCH • ., M LOOSE LIFTS AND COMPACTED TO 95% OF STD. PROCTOR (ASTM D698-78) - °� ' ° MAX, DRY DENSITY, 075 - 7,5 HP AR - 12' SPACIN -PROOF-ROLL TO 95% OF STD. PROCTOR (ASTM D698-78) MAX, DRY DENSITY. j0 .SEE NOTE. 4 .• •, -STABILIZE PAVEMENT SUBGRADE AS PER SOILS REPORT. DEFORMED`_ END' °` .. '> -COMPACT SUBGRADE TO 95% OF STD. PROCTOR (ASTM D698-78) 100 - 10,0 HP MAX, DRY DENSITY. EXPANSION 3/4" REDWOOD EXXPANSION JOINT 2. ALL CONCRETE PAVEMENT SHALL BE 6" THICK, U.N,O. CONCRETE PAVEMENT JOINT PLATE 18" FOR DUMSPTER'AREA SHALL BE 7" THICK, 150 - 1510 HP 3. CONCRETE COMPRESSIVE STRENGTH = 3,500 PSI (5 SACK) 0 28 DAYS, HOJES 1. DOWELS FOR PAVEMENT EXPANSION JOINTS SHALL BE 3/4"0. 4. REINFORCEMENT. #4 0 20" EA. WAY. ASTM A615 GRADE 60, 2. EXPANSION JOINT SHALL BE PLACED AT THE END OF 5. REINFORCEMENT SHALL BE SUPPORTED ON METAL OR PLASTIC CHAIRS, EACH RADIUS PART OF CURB RETURN AND AT MAXIMUM OF 40' SPACING. AT A MAXIMUM OF FOUR (4) FEET EACH WAY. 3. ALL JOINT SEAL MATERIAL SHALL BE ASPHALT RUBBER IN ACCORDANCE WITH ASTM DESIGNATION D3405. 6. PROVIDE EXPANSION JOINTS AT MAXIMUM SPACING OF FORTY (40) FEET 4. PRE -MANUFACTURED JOINT PLATE. EACH WAY WITH CONTROL JOINTS ® EVERY TWENTY (20) FEET. FORM JOINTS _ WITH METAL KEY WAYS & PROVIDE 3/4"0 SMOOTH DOWELS x 2'-0" 20' O.C., GREASE & WRAP ONE END. DOWEL TYPE EXPANSION JOINT DETAIL 7. RECOMMENDED PAVEMENT SLOPE TO DRAIN IS 0,75%a BUT IN NO INSTANCE LESS THAN 0.357. OR HIGHER THAN 5%, UNLESS NOTED OTHERWISE. (NOT TO SCALE) 8. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR & IS TO BE DISPOSED OFFSITE RESPONSIBLY AT NO SEPARATE PAY, EXISTING GRADE PROP, VARIES PROP, BLDG CURB RE: TABLE 1 1/4" R 2% MAX. SLOPE (TYP) z1 WATER LINE ¢ a 4-1 2 LJ UJ to SEE TABLE SANITARY SEWER ... 2" COMPACTED SAND BED STEELANSVERSE ° SEE TABLE - FOR LONGITUDINAL 6x6 - W2.9xW2.9 WELDED WiRE FABRIC STEEL MAY BE USED IN LIEU OF THE REINFORCING STEEL GIVEN IN TABLE WITH OWNER'S APPROVAL, ADAPTER IF REQ'D FULL JOINT OF PIPE CENTERED TABLE (2 PLACES) ON WATER LINE REINFORCING STEEL INFORMATION FOR 4-1/2" THICK SIDEWALKS EXPANSION JOINT SPACING - 40 FT INSTALLATION REQUIREMENTS 1, IF "Y" IS GREATER THAN 6" AND "Y" IS LESS THAN 2', USE MINIMUM 18 FT JOINT OF PRESSURE -RATED PIPE PER COH STANDARD DRAWING, 2. IF "Y" IS GREATER THAN 2' AND "Y" IS LESS THAN 9, USE GRAVITY SEWER PIPE IN CEMENT -STABILIZED SAND EMBEDMENT, 3, IF "Y" IS GREATER THAN 9', USE STANDARD EMBEDMENT AND NORMAL JOINT SPACING. TYPICAL SANITARY- & WATER LINE CROSSING�ADEMUL (NOT TO NO. REVISIONS MODEL # SIDEWALK WIDTH (FT) LONGITUDINAL STEEL ,-BRSS - NUMBER SPAC NG END BAR BOF ARS AC SPAIN) G • � FLOAT SWITCH (TYP) _HIGH WATER`ALARM' LEVEL EL - 274.00' DIMENSIONS 3 21 CATCH JUNCTION W1 W2 H1 H2 T1 KO GRIT WEIGHT BAST Box 3 48 4.5 4 19.5 PRESS-SEAL (TYP. 60 DI ) 60 - 48 CB12' JB12 15" 10" 21" 18" 2" 10" 12"x12"xt" 180 CB18 JB18 24" 16" 34" 30" 4" 15' 18"x18%1i" 1,000 CB20 JB20 26" 18" 34" 30" 4" 17" 20"x20"xti" 1,335 C824 JB24 32" 22" 41" 36" 5" 22" 24"x24"x2" 2,245 CB27 J827 37" 25" 42" 36" 6" 24" 27"x27N2" 2,$75 CB30 JB30 42" 30" 42" 36" 6" 30" 32"x32"x2" 3,675 CB36 JB36 48" 36" 42" 36" 6" 32" 38"x38"x2" 4,585 P SIDEWALK WIDTH (FT) LONGITUDINAL STEEL ,-BRSS - NUMBER SPAC NG END BAR BOF ARS AC SPAIN) G • � FLOAT SWITCH (TYP) _HIGH WATER`ALARM' LEVEL EL - 274.00' "'wo 3 21 3 �' MODEL NUMB RESIUENT RUBBER PIPE CONNECTION WET WELL SI - 48' D WW -NSC -165-09w0804 (ID) 3 27 23 PGWER CHARACTERISTICS 43 `' 4.5 6 4 22 3 48 4.5 4 19.5 PRESS-SEAL (TYP. 60 DI ) 60 - 48 4.5 8 23 - 230V/3PH/6ohx 22.5 3 48 4.5 PRECAST CONCRETE NET WELL BASIN MANUFACTURED BY 5 20 3 48 • 72 FIRST JOINT IS ABOVE INLET ELEVATION 72 - 72' D 6 19 3 21 - 230V/1PH/60Hz PARK EQUIPMENT 8OD-256-8041 ,� do IS MADE WATER-11GHT W/ 96 - 96' I D PUMP MOTOR SIZE MODEL WW48 PLASTIC FLEXIBLE GASKET. (RAM -M) (� TIDN 020 - 2A HP PUMP CDNFTGU 030 - 3,0 HP S - SIMPLE 050 - 510 HP • , ',+ 2' PVC BALL VALVE D - DUPLEX 075 - 7,5 HP j0 w/ UNION PUMP DISCHAR SIZE 100 - 10,0 HP 3 - 3•14 150 - 1510 HP 1. C1312 CATCH BASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. "' +• Y PVC BALL 4 - 4' 200 - 20,D H 2, ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY, CHECK VALVE 6 - 6' PUMP HEAD CAPACITY (TDH) 8 - 8 : 10 - 10' TOTAL DYNAMIC HEAD FLOW RATE CI AC[TY (GPM) eO - 20' TOTAL DYNAMIC HEAD 4` 100 - 100 G ETC ' 200 - 200 t M 24" HDPE INLET PIPE , ; '. ' UFi-ClT CHAIN, 1/4' ETC PRECAST CONCRETE INV EL = 266,33' �,,' ;_ . +., STAINLESS S1EEI. PROJECT: TDP COLLEGE .STATION CATCHBASIN J_, UNCTION BOX LAG PUMP ON LEVEL BOTTOM HOUDDOWN BRACKET CUSTOMER , (NOT TO SCALE) EL = 268.00' 2' DISCHARGE PIPE ( ENGINEER : HEI HTS ENGINEERING PM:DC/6E a CI • SCH 80 PVC LEAD PUMP ON LEVET , AREL = 267.33'o SS GUIDE RAILS 838--6T1 -P�Rk2' DISCHARGE ELBOW iIRP ENMR TAL EQUIPMENT www.park-U$A.eam .' Q PUMP "OFF' LEVEL EL = 266,33' SUBMER518LE BOTTOM' POURED MONOLITHIC 'EXp e C t the Beat" T.O.C. EL = 265,33' ' PUMP a, w/ FlRST SECTION QF RISER STORM SEWER LIFT STATI qN • . a SUBMERSIBLE NON -CLOG PUMP STATION DRIVEWAY WIDTH ROW ,' . , a.. . NO. REV. _ SCALE NONE DWG PREFORMED OR 6' 48' ID 6' DATE 02/12VV W48-NCD2 A BOARD EXPANSION JOINT 4' MINIMUM OR (' CURB OR 1 JOINT PIPE HEADWALL (OPTIONAL) PAVEMENT (RE: P VING EXPANSION JOINT ' 24" RCP MIN COMMERCIAL NOTES THIS SHE" (TYP.) (CULVERT SIZE SHALL BE APPROVED BY CITY ENGINEER) r: 1' TYP, ALL SIDES #4 ADDITION DITCH , .PROPOSED REINFORCED CONCRETE DRIVEWAY -- - EDGE OF ROADWAY 45^ 0 I Q _ STANDARD OPEN DITCH DRIVEWAY SAW CUT AND EXPOSE STEEL ON _ 4'-0" 2' c ' a nnn DQ Aun s„ - An nnn aci EXISTING CONCRETiE STREET, MINIMUM SAW CUT - 2 DEEP � SIDEWALK THICKNESS (IN) SIDEWALK WIDTH (FT) LONGITUDINAL STEEL ,-BRSS - NUMBER SPAC NG END BAR BOF ARS AC SPAIN) G TRANSVERSE STEEL # 3 BARS SPAN NG 4.5 4 3 21 3 1 48 4.5 #4 CSD 18" EA. WAY, 3 27 3 1 48 4.5 6 4 22 3 48 4.5 4 19.5 3 48 4.5 8 4 22.5 3 48 4.5 9 5 20 3 48 4.510 6 19 3 48 CONCRETE SIDEWALK DETAIL (NOT TO SCALE) HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com Scale: Horia: 1"=20' Vert.: NA P( OF T, THE SEAL APPEARING ON THIS Drawn By: WK Date: 02-16-12 DOCUMENT WAS AUTHORIZED BY R,ANA F, MAI 02-27-12 F. AHMOOD, P.E. 101163 ON �0000�� j01N Design By: RM Date: 02-16-12 oa JS•/C7NAL Checked. By: RM: Date: 02-16-12 k°4444aooaowmm� TCH BASIN MANHOLE INLETi BLOC OUT DETAIL. (NOT TO SCALE) 1 -6 1/2" TOOLED .JOINT RE: SIDEWALK DETAIL 211 THIS SHEET 3/4" CHAMFE ® PVMT SEAL JO a a / R 6 MIL POLY.1 SEPARATOR �- I PROPOSEDONCRETE:PVM COMPACTED SELECT (RE: DET !I!' THIS SHEET) (NO SAND BED ALLOWED) SIDEW LK TIE IN AT PAVEMENT (NOT TO SCALE) _ I ! TDP COLLEGE STATION I! CONSTRUCTION NOTES & DETAIL' HIGHWAY 6 SOUTH COLLEGE STATION, TX 77840 Project No. 12-104 Drawing No. 12104500 Sheet C6 of C6 1,-6„ ° a : A PROPOSED 7" BOARD EXPANSION OR REINFORCED NON. EXTRUDING CONCRETE DRIVEWAY PREFORMED JOINT SEE GEOTECH SOILS #4 CSD 18" EA. WAY, REPORT FOR SUBGRADE ASTM A615 GRADE 60. REQUIREMENTS W/ CHAIRS @4'-0" (MAX.) SECTION A HEIGHTS ENGINEERING LLC TEXAS FIRM F-12333 CONSULTING ENGINEERS 7324 SOUTHWEST FWY SUITE 995 HOUSTON, TEXAS 77074 PHONE: (713) 333-0393 FAX : (281) 274-9153 www.HEIGHTSENGINEERING.com Scale: Horia: 1"=20' Vert.: NA P( OF T, THE SEAL APPEARING ON THIS Drawn By: WK Date: 02-16-12 DOCUMENT WAS AUTHORIZED BY R,ANA F, MAI 02-27-12 F. AHMOOD, P.E. 101163 ON �0000�� j01N Design By: RM Date: 02-16-12 oa JS•/C7NAL Checked. By: RM: Date: 02-16-12 k°4444aooaowmm� TCH BASIN MANHOLE INLETi BLOC OUT DETAIL. (NOT TO SCALE) 1 -6 1/2" TOOLED .JOINT RE: SIDEWALK DETAIL 211 THIS SHEET 3/4" CHAMFE ® PVMT SEAL JO a a / R 6 MIL POLY.1 SEPARATOR �- I PROPOSEDONCRETE:PVM COMPACTED SELECT (RE: DET !I!' THIS SHEET) (NO SAND BED ALLOWED) SIDEW LK TIE IN AT PAVEMENT (NOT TO SCALE) _ I ! TDP COLLEGE STATION I! CONSTRUCTION NOTES & DETAIL' HIGHWAY 6 SOUTH COLLEGE STATION, TX 77840 Project No. 12-104 Drawing No. 12104500 Sheet C6 of C6 0L 44" SITE AF �0 I 1 FOUIND 1/2" IRON ROD FOUIND 112- I ( I ( ( WITH CAP STAMPED ED OD VICINITY MAP N.T.S. (WITH CAP STAMPED " •H:P. MAYO RPLS 5045") � (WEST MCORNER LOT 1) , I . 1 I 1 _ _ ._ _. _ _ _ _ _ (NORTH CORNER LOT 1) SITE PLAN NOTES: S.SM.H. (D ALL WORK SHALL COMPLY WITH CODES, REGULATIONS AND ORDINANCES FOR THE STATES OF TEXAS AND ALL OTHER AUTHORITIES HAVING J:;RISDICTION AT THE SITE OF ONSTRUCTION. SANITARY 1 ( I I ( I SEWER LINEo O CONSTRUCTION OF ALL DRIVEWAYS IN STREET RIGHT OF WAY SHALL BE ..CONFORMANCE BY CITY OF LA LAKEVIEW. ( 10 4 N _ _ W V. WATER VALVE S.SM.H.(SAN. SEWE MAN HOLE co I � W ® ® O I z o N PARKING ANALYSIS: Ch ( 12 13 1 15 16 17 18 15 20 21 22 23 24 25 26 27 28 29 30 31 J 162'-0" 45'-0" PARKING REQUIRED: (o PROPOSED 16,270 SQ. FT. BUILDIN 02 A1.0 z I80-111" I U 16,270 SQ. FT. /1,000 x 4 = 5 Q o1 I( I I I I I 108'-0" M 6'-6". 36'-0" Z 6 6 3 I �< LESS THAN 10% OF 65 = .5 N 7 z I I X o = 43 4z 41 40 �9 38 37 3s ss 34 3 32 PARKING SPACE REQUIRED 5 — 7 = 58 NOS. V° i E.P. PARKING SPACE PROVIDED i 8 NOS. x I I I 60 (" INCLUDING 3 HANDICAP PARKING SPACES) W I I 1 ss 14 "`--- II 4cl Qul)I `,( ( I I 5B 55 54 53 52 51 50 49 48 47 46 5 44 x 1� 1 III I I 157 16 ' �.: KEYED NESS: 156 L -D" 1 N II 19 —0 1 10 11 Ol R" THICK CONCRETE PA RL, O 7 THICK CONCRETE PAVING FCR DUMPSTERAREA. 6" CONCRETE CURB. REFER TO DWG. 07/C1.1 & 11/C1.1• a — — S 40°23'48" W 304.60' FOUND 3/8" IRON ROD OACCESSIBLE ADA RAMP (EAST CORNER LOT 1) ® 5" THICK CONCRETE SIDEWALK Ic CURB. REFER TO DWG. 14/01.1 & 15/C1.1. h5 A �� 1:12 FOUND 3/8' IRON R0 ( I ( (I 1 RE: 13/C1.1 (SOUTH CORNER LOT ) O HANDICAP RAMP ® MAX. SLOPI 1:12. REFER TO DWG. 13/C1.1 & 16/C1.1. I III 1 II I THC>MAS R. BARKER 52 91° 42 07 E I I I I \ /. _ � � � � , P. . � � � ® CONCRETE WHEEL STOP. REFER TO DWG. 18/C1.1. 1 ( I I 1 V O7 HANDICAP SIGN. REFER TO DWG 20/C1.1. (-) co II S -WV. s THE EASEMEW RECORDED IN VOLUME 98, PAGE 73, ® HANDICAP SYMBOL.(TYP.) ©WHEEL STOP `° ACCESSIBLE PARKING I 1 I I P.P. IS A BLANKET EASEMENT AND CANNOT BE LOCATED " RE: 18/C1.1 FOR DETAILS ® O9 r� WIDE STRIPES, PALATED WH (TYP.) SIGNS REFER TO 20/C1.1 S. M"CHMARK #1 FROM THE RECORD INSTRUMENT. to aUMPSTER (BY OTHERS) P.P. BN Og 4" WIDE STRIPES ®24" ELEv.=273.25' O.C. PAINT WHITE. 11 DUMPSTER ENCLOSURE. REFER O DWG. , 05/ I1.1. oPAWM 71M CENTERLINE OF NEIGHBOR'S 01 DRIVEWAY FOUND CONCRETE R.O.W. 12 PARKING LIGHT POLE (TYP.). R :FER TO DWG.EI.O. o2 MONUMENT TYPE I" j SITE PIAN 13 PYLON SIGN (BY OTHERS); SIGI COMPANY SHALL COMPLY WITH CODES, ®ACCESSIBILITY SYMBOL - I T SYMBOL WHITE ON REGULATIONS, ORDINANCE AND EASEMENT WITH THE CITY/COUNTY DEPT. .PAN BEFORE PERFORMING THE WOR EN .THE MONUMT SIGN WILL BE PERMITTED 60" SQUARE. BLUE FIELD N SEPARATELY. " VAN SITE PLAN WITH 4 WIDE WHITE oi 14 GREEN AREA 01/2012 BORDER. ACCESSIBLE SCALE: 1"=30' scuaMM ar: 8'-0" 8'-0" 9'-0" Ir 02 ACCESS PARKING DETAIL SCALE: 1/8"= l'—O" PLAT SHOWING 'THE CONTOURS OF 1.503 ACRES OF LAND BEING A PART OF LOT 1 OF THE COOPERS' SUBDIVISION, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, ACCORDING TO PLAT RECORDED IN VOLUME 4708, .PAGE 230 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. SAID LAND: `IS ALL THATCERTAIN TRACT DESCRIBED IN A DEED FROM GREGORY A. RICKS ET UX, AGNES ANN RICKS TO. I= RAH DAVID—MAJD RECORDED IN VOLUME 5347, PAGE 261 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. 15 PROPOSED FIRE HYDRANT' 1B DETENTION POND I SHEET N0. �'�G E J.D. DM No. Pram No. 12005— Retail SHEET N0. �'�G N/F M.D. WHEELER, LTD. N/F CITY OF COLLEGE STATION NUMERICAL LEGEND: APPROVED FOR BIDDING 58.7 I AC 3007/34 I 48.59 AC 3310/321 I . BENCHMARK: SIM ELEV. = 273.25' , F/L = 2G7.42' 29. EXISTING 8" SANITARY SEWER @ -0.5% GRADE, APPROX. G' DEEP CONSTRUCTION. £. ` ZONED A-0 _ ZONED A -O BENCHMARK ELEVATION 15 TOP OF SANITARY SEWER MANHOLE 30. EXISTING 18" WATER LINE; T TO TOP OF PIPE f LOCATED AT SOUTH PROPERTY CORNER. 3 1 . ALL CURBS SHALL BE G" RAISED, DOWELED -IN CURBS -SEE DETAIL STI -02. 05/03/2013 28 S 47 41 00 2. G SANITARY SEWER CLEAN-OUT: F/L - 273.00 3. ELECTRICAL PANEL LOCATION, SEE ELECTRICAL PLANS FOR LAYOUT 4. 1 DOMESTIC WATER LINE, 5CH 40 CL200 PVC (140) 32. G RAISED TEMPORARY CURB (23 25) DOWELED IN (DETAIL STI 02) 33. 3 WIDE CURB OPENING FOR DRAINAGE 34. G x 8, G DEEP BULL ROCK RIP RAP (I C.Y.) - ►"' 0 1 .. �E F P •. F 3 E 212.40 '` *:' JK E; 5. UNDERGROUND ELEC. CONDUITS, 3 - 4 PVC (I 52) 35. G" RAISED CURB - MONOLITHIC - SEE DETAIL THI S PAGE w I Q, .,•_.. _..._.....--..�.._.._.._.._..�.._..-.... r- -z�.�_-..-..-.._.._.._.._.._.. 28 SEWER LINE I GO' SDR 2G PVC PIPE -2.7% GRADE MIN. G. G SANITARY SE ( ), @ F/L IN= 273,00' , F/L @ MH= 2@8.79' ...:....................:* . � ♦ JOE 1. GATTIS ♦ ( !J ;�� J € �'>I t € . .-, » - - - _ - :. :.... ::.: 28 I (_ . - • - `=.,» :..: ».. # I • _ _ BANK LOCATION 7. WATER METERS I �� DOMESTIC WATER METER BOX e I 90964 e Qr ' r 33 I I g .� �., ° IRRIGATION METER lt BOX 8. PROPOSED FIDE HYDRANT #I (SEE DETAIL W 1-02) 18"0 TAPPING SLEEVE * VALVE (SEE DETAIL THIS, PAGE) 9. ELECTRICAL TRANSFORMER PAD LOCATION, 9 1 x 91 PAD I � •.! k.10 I ,I 1 ��♦ sf (321 ) <� (195 sf) 34 I 250) (v94G, 22) (v4708, 230) 10. C005 25P.U.E. (v7G5, p P p i I .COGS 25' P.U.E. (v9G i ,p715) (v4708,p230) " M A PROJECT LOCATION ,:;... 12. 20 BRYAN R -O -W EASEMENT (v430,p5 1) (v4708, 230) p p .20( I o' LOADING ., S P.S. 1 ( I I I 13. 57 CROSS ACCESS EASEMENT 14. BIKE RACK, G' x 9' CONC. PAD (SEE DETAIL SHEET C.3) I I BOX: TOP OF BOX -275.1 5 SUMP=273.00 5 5 CURB INLET f{ e ,5 6 o S v o G T A. >. P PAWN SUPERSTORES (281 sf) _ I II TO DOLLAR =. I I G. TYPICAL PARKING CURB STOP, FIXED IN PLACE LEGEND. . I COOPERS SUBDIVISION ;.; m - < ( PART OF LOT I 17. PROPOSED FIRE HYDRANT #2 SEE DETAIL W I -02 � ( ) 15"0 TAPPING SLEEVE * VALVE DETAIL THIS PAGE ----------- - :. .. FIRE LANE ACCESS EASEMENT ': � oQo .T ' • 1.503 ACRES � 1 15 199.SQUARE FEET TOTAL `�. o • I i - (I i 18. 18" O RCP STORM PIPE (73') @ -0.5% F L IN = 272.50' FLOUT = 272. 12' _ .. - - - i 8w- � 8v� EXISTING 18 WATER LINE I LOCATION MAP NOT TO SCALE _. :; _ -- . - Q ; 19. 1 2' x 12' TRASH BIN � C.M.U. BLOCK ENCLOSURE WALL - - PROPERTY LINE F.F. = 277.00, o w rn l I • � 20' P.S. :: z � � ` � m O I ( E DETAIL SHEET C- 20. 4' CURB CUT OPENINGS TO DETENTION POND - 85 85 - SANITARY SEWER LINE. w w o " I d (3)" - - - - - - EASEMENT LINEi,f;:€ - I - w N N > w M _ Q o : I O 2 1. DETENTION POND OUTFALL STRUCTURE, SEE SHEET C-2 22. LANDSCAPE BLOCK WALL VARYING HEIGHT (5 12) SEE SHEET C-3 STORM PIPE /CULVERT PIPE ," :Y )> r1€€f€£r t v o z z = w _ 0 W I I w o: v I I U Q/ �/ I z w w I "BUILDING PERMIT REQUIRED " „ 23. 24 RCP CULVERT w/SAFELY END TREATMENTS 0 EXISTING POWER POLE ® � EXISTING SANITARY SEWER MH GENERAL NOTES: OWNER: TOP DOLLAR PAWN UPERSTORES, 4121 S.H. G. SOUTH, CS, TX 77845 k k�. J m z Q I I ;. - 0 O U O 1 U- ; 0 w N I - Z - I O Q \ 45' -0.5% , F/L IN = 272.35' , F/L OUT = 272. 12' @ _ 24. 2 WIDE CURB OPENING (CURBED) EXTEND 10 TO PROPERTY LINE ELEC. TRANSFORMER FLOODPLAIN EXISTING WATER VALVE O _ I . BENCHMARK ELEV. - 271.25- MANHOLE LOCATED ATSOUTH BENCH ARK ELEVATION IS TOP OF SANITARY SEWER PROPERTY CORNER. TOPOGRAPHICAL DATA WAS ,.. _.:: . t r ?1iy,. a). d.i h . ,. O.it11 z - :> t I O Q w (0 - O m Ln I > F- I U 25. A.D.A. WINGED RAMPS (DETAIL 5W2-0 1) 2G. HANDICAP 51GNAGE 3 - SEE DETAIL ON SHEET C-3 ( ) WATER METER PROVIDED BY CLIENT AN THEREFOR GATTI5 ENGINEERING IS NOT RESPONSIBLE FOP, ..I. I�)C1< � ' c cn 9702 S.F. STORAGE ONE STORY - I �_ _ 'n M 27 - N I 5497 S.F. RETAIL ONE STORY D O �/ - I I - �� ( ao m LU U7 m 2 . ROOF DRAINAGE DOWN SPOUT LOCATIONS MULTIPLE 7 (MULTIPLE) ® PROPERTY CORNER O FIRE HYDRANT ASSEMBLY Y _ THE ACCURACY OF THEN 2. THE CONTRACTOR SHAL POGRAPHICALIDATA SHOWN HEREIN. RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING �4tlXa W\ O 1- O V o0c� I w ct� U 1 1 I d o Q" z- I I •. V I :./ M O 28. 1 O WIDE CHANNEL WITH 4.5 WIDE CONCRETE FLUME 0.5% FOR @ '. UTILITIES. U LTIES. AT LEAST 48-H CONTACT DIG TES5 @ 1-8 RS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL 0-344 8377. - ° y jj �2g ;, , .: .'krL !b 4 0<, "119 GpJW >_w -i N _ ,n z 1 I 3 o� J 1 I I fL/ Q N m O I tt� >G ,_ U I O Of DRAINAGE FLOW-THROUGH BY=PASS -SEE DETAIL SHEET ( ) C.3 3. ALL CONSTRUCTION SHALL iT E IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES AND x �'9. .0.72 :. _ ; 0 moo � (Iw o s �-¢ :: Q U W 0 A, N £ w W(v L W W cn 2 z L0a-OQ U 4 �G U I �- oUl--d- Q p N \ I m m w Z Z SPECIFICATIONS FOR W A SHALL BE PERFORMED IN SHALL BE COORDINATED 4. THE CONTRACTOR IS RE5 SEWER DRAINAGE AND STREET CONSTRUCTION. TESTING , ST NG CORDANCE WITH THE CITY'S STANDARDS. ALL CONSTRUCTION H THE CITY ENGINEER'S OFFICE PRIOR TO START. NSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION , I �\ z O U w O U - U' 1 Iu \ 1 O I ( N I N/F M.D. WHEELER, LTD. 58.7 I AC 3007/34 I N/F CITY OF COLLEGE cJ I AI LUN DRAWINGS DO NOT INCLU 5. LOCATION OF EXISTING B i NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. IED UTILITIES, ERE SHOWN IS APPROXIMATE wH D ONLY. OTHER + U L / p 5 w 0 \ W Z Z I / t��. \ ._ O / 0/ ( E 25 // �, ( 20 I I ( 1 22 ZONED A -O 68 4 48.59 AC 33 1 0/32 I - ZONED A-0 UTILITIES MAY BE PRESENT CONTRACTOR SHALL BE G. THE PROPOSED BUILDING PATTERS ARCITECTS (9 7. THE SUBJECT PROPERTY HAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE PONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES. AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROVIDED BY 775-6036). CURRENTLY ZONED GC GENERAL COMMERCIAL. s ._ \ I-wm / ��\�� 1 I I 132'-G" S 47'41'00" E " 212.40 8. THE SUBJECT PROPERTY,. OES NOT LIE WITHIN THE LIMITS OF THE 100 YEAR FLOOD *. G c� �. 8 (��N \ �` ®• �/ i 2G I _ l0' P.U.E. - _ - - _ - "'_-- - - - - ----------- HAZARD AREA AS E5TAB A AGENCY: MAP NUMBER�4 9. 9. ALL PROPERTY INFORMAT I HED BY THE FEDERAL EMERGENCY MANAGEMENT 03IOE EFFECTI E 041 C V DATE MAY 16, 2012. - N FOUND HEREIN, INCLUDING METES AND BOUNDS 9 s "0 I I DESCRIPTIONS * UTILTITY ASEMENTS, V�ERE PROVIDED BY STRONG SURVEYING CO., �w61 \ / I BIKE • / / i I I I _ 40'-10" 1 112'- U) _ 15 REAR BLDG. SETBACK ( NOVEMBER 201 I . I0. AO WALKS AND RAM WITH DI5ABI �, S SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A. ITIE5 ACT) ANDIT.A.5. (TEXAS ACCESSIBILITY STANDARDS) € (242 sf) ®® ® ® I 1 I I I 20' R2T-G" I I NyP.) 21'(AMERICANS REQUIREMENTS AND STA 1 1. ALL CURB RADII SHALL BE ARDS. FROM BACK OF CURB UNLESS NOTED OTHERWISE. ( " tl (( I No (377 sf) r ( ml ( 1 ( 1 2. CONTRACTOR SHALL SOD " 2 I ':. I PLA GRASS (BERMUDA) TO PROMOTE GRA55 RE -GROWTH TO ALL CONSTRUCTION.. 32wN v 32 ( I L. - 1 7_g AREAS THAT HAVE BEEN 13. BUILDING SETBACKS: F( 5TURBED BY NT: 25', REAR 15' ,SIDE: 7.5' - jftII 15 (3 sf 21 u.i ( 14. SITE SIGNAGE: SIGNAGE HALL BE PERM TIED SEPARATELY. I 18...aM».w._.- 35 »......... 7 ( I G ..._:. I ( 30 i w I I O' LOADING o ( I 15. 100% COVERAGE OF GR 55 15 REQ LOT ND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, IRRIGHTS ' �N _ _ I 1 THE PARKINPERENNIAL G SETB OF AY, AND ADJACENT PROPERTY DISTURBED (D 8 I (_ 17 I I I 2g I 1 I I TOP DOLLAR ., 1 18 P.S. I I PAWN SUPERSTORES (281 sf) 14 7 DURING CONSTRUCTION. I G. ALL ROOF AND GROUND VIEW OR ISOLATED 50 A,. ' OUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM NOT Z cn I COOPER'S SUBDIVISION 45'-G" I RESIDENTIAL DISTRICT WI TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR IN 150' OF TEH SUBJECT LOT, MEASURED FROM A POINT tn p EXISTING 18" w.L.\ w n� a, - 18W-- 181,h, 18V�- 18 �"' I S I S I 8 - 18 �' 1 W-- 18N� 1 - I _ N � to N N N I 1 �' 8�h, 181h I SNS--�'' �, N I ( _ 1 _ - w i'ART OF LOT I i I ,..,: p- 1 _ _ v . >; . _ _. , .r- _ - _. 5c33 ACRES � _ FIVE FEET ABOVE GRADE. BUILDING ARCHITECTURE F ( ,_,ITE I I � RICR BUILDING AND SUCH SCREEN NG SHALL BE COORDINATED WITH THE I ND SCALE TO MAINTAIN A UNIFIED APPEARANCE. _ r n. _ FcT � i � I iT NG V� - , L � �L ti , Ef TH STANDARDS OF S_,..ION E- LO -,t U LL10 h1.,1, •--... ' ._ i �, -+. _ 3 4 ( 5 199 S UA E FEET T �n - Q R TOTAL I 210 3 ,� OF THE _ . ENT.OR�INAtJ�E. THE LIGHTS E SOURCE SHALL NOT PROJECT _ � a w z C/1_,f i „ EXISTING 8 SAN. SEWER 1 SS 85 85 SS SS 8S 8S SS SS S SS 8. 85 1 I i 8b S 85 O. I I 1 _ F. f. - 277.00 - g c w I O 20' P.S. � � � _ BEL A OW N OPAQUE HOU HORIZONTALLY. FIXTURES LNG AND NO FI1 URE SHALL DIRECTLY PROJECT LIGT WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED . z O � -- -- -- -- -- O I ' II -H -- - TxDOT R -O -W . - N 49 23 01 W 213.40 TxDOT R -o -w I o W I a CONE OF LIGHT DOES NO SITE ELE.CTRICAUUN CROSS ANY PROPERTY LINE. - U rA z o I .. Q I COLLEvc STATION ��ILITI KGROUN0 ELECTRICAL: SHALL PROVIDE THE ELECTRICAL DESIGN /LAYOUT FOR THIS - y z ra I ( U . 2. CONTRACTOR SHALL INS PROJECT. LL 4 O ELECTRICAL •.: � Ua �+ 9 W I 1 -� 0 - v I z w WALL MOUNTED METER IB _v0 3 CONDUITS PER CITY SPECS. WITH ONE X. x u., 24 z _Q I I o U (� I. c� I �. o f O N - _ cn Q\ LANDSCAPING REQU MENTS: I� W �.. ti N N N z H _ m _ I 0 Q m W 9702 S.F. STORAGE ONE STORY NI �} tO ( -T - 100 O m to - U �_ I , PLEASE SEE SHEET C-4 F 2. A LICENSED IRRIGATION'' I R LANDS API LAYOUT AND ANALYSIS. r N� STALLER S RIT UIRED FOR THE DESIGN #INSTALLATION F O C7 � o STATE HWY G FRONTAGE NORTH BOUND LANE (ONE WAY) 23 (ASPHALT) ( # 1 - BENCHMARK EXISTING 5.5. MANHOLE RIM=273.25' F/L=267.42 - N ° F I 1 T -G" 9O' I N 5497 S.F. RETAIL ONE STORY F- to O O L 1 d 0 0 d ( w I I m -j W U L -I > h7 J N J w ( N z I - [� _ cn U Q cn J U � Q ch THE LANDSCAPING IRRIG STORM WATER MITI I . CON TRACTOR/OWNER IS RE ION. I TION NOS ES: F ONSIME OR (LING A NOTICE OF INTENT (NOL) WITH TCEQ PRIOR TO (Z N o , IL (no 0� ( O IQ U w I . F- L o N J I Q Q (I d o ,� � � L �0 ry U IL CONSTRUCTION (IF REQUIi�E)). 2. THE CONTRACTOR I5 RE5P0 I " SIBLE FOR ALL TORM WATER POLLUTION PREVENTION ASSOCIATED WITH _ � lL u_I z � W w Q �" O c� z O (� I I ( Q N W � Z Z THIS PROJECT. THE CONT TRANSPORTATION OF SED OR SHALL US ;ALL MEANS NECESSARY TO PREVENT THE NT FROM THE OJECT SITE. STATE HIGHWAY G SOUTH 13 U }.. � ! I O 1= _ � I _ 1=- ^ � w I I � ( � 3. ALL STORM WATER PRODU LOT AREAS AND IS CAPTU ED FROM THI PROJECT SITE IS MITIGATED FLOWS TO THE- A PARKING D BY INLET G � TES. THE STORMWATER IS THEN CONVEYED TO THE � SITE LAY OUT & UTILITIES SCALE: 1" = 30' U U I z z i O o N G� I cn I o I) / I �� \ / h \ I Q. h I I / / 5' 1 DETENTION POND FACILITY _WATER * SANITARY I . PROJECTED WATER SA Ij OCATED ADJA ENT TO THE PARKING LOT AREA. EWER LO DINGS: RY SEWER DE ANDS: ERAGE PEAK MAXIMUM _ H Z 0 DI / \ ( / `CMZ` I g I I �\ _ WATER (2G w.s.f.u.) SEWER 25 d/ca I ( 9P p) I 0 gpm 42 cgpm--------- 5 d ------- 500 d 9P 9p E't � 1 n I 71. 1 �\ ® / I � 40'-2" 8 21' 2. THIS PROJECT IS LOCATED SITE CLEARING AND WITHIN THE HA LEY WATER IMPACT FEE AREA. � i-� (i • / I 1. SITE PREPARATION: CONT RADING: CTOR SHALL CLEAR AND GRUB PROJECT SITE OF ALL TOP #4 BARS #4 REBAR @ I S" O.C.B.W. ( eiKe SOIL AND ORGANIC MATE LOCATION DESIGNATED B L. TOP SOIL SHALL BE STOCKPILED ON-SITE ATA OWNER. ( a I " WATER METER a" / I 2. ALL AREAS THAT ARE FOUL VALVE BOX q I ( 242 sf ®e e e e I I ORIGINAL UN -EXCAVATED COMPACTED TO BE'PUMPf G' OR'SINK-HOLES' OR NOT TO BE IN 5TA� E, SHALL BE REMOVED AND REPLACED WITH v 30 5 I I (.•. N (377 sf) I SELECT FILL, COMPACTED R PROJECTS SPECIFICATIONS. N . L, I� :: I cn R2T-G" (I DEMOLITION / CONST I . CONTRACTOR SHALL PROV RUCTION WASTE: E CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, 1.4 ~ • AMERICAN DARLING - I O IRRIGATION -"- DEMOLITION / CON5TRUCTI N. SOLID WASTE ROLL -OFF BOXES / METAL DUMP5TER5 a FIRE HYDRANT ASSEMBLY • '• 4 . ° : • •• + � I SUPPLY LINE R4' (TYP.) (( R20' I ( 3 SHALL BE SUPPLIED BY CI 2. THE CONTRACTOR SHALL OR CITY PERMITTED CONTRACTOR(5) ONLY. RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL U .,_ „...,.`;•,,: titi...:••,., SEE DETAIL W 1 -02 � Iw � 1 ( 27 2 - I I G I R2, DRIVE AISLE 1 24 DRIVE AISLE I I 25' LIQUID AND SOLID WASTE MEANS NECESSARY TO PRI 5SOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL ENT THE OCCiJRANCES OF WIND BLOWN LITTER FROM THE PROJECT.. Q; H Q 3/4" x 18" SMOOTH STABILIZED SUBGRADE I" IRRIGATION METER - 11 I j ❑ 13 R15'(TYP.) I � I .-- FIRE PROTECTION * 1. PROPOSED BUILDING ISI IRE FLOW ANALYSIS: 199 s.f. AND SHALL BE BUILT OF TYPE 11-8 CONSTRUCTION. � EXPANSION DOWELS PER CITY SPECIFICATIONS BOX � VALVE �-- 2. PER THE INTERNATIONAL FI CODE 201 B 105. 1, A MINIMUM OF 2,000 OF FIRE __ --- - - - - - - _ _ _ N 25TP.D-. - - b - FLOW PROTECTION BY 2 FI , TABLE g.p.m. E HYDRANTS FOR 2 HOURS IS REQUIRED. " 6"O RESILIENT WEDGE NOTE(S): w - I5W - 18N_ _ 18 w 18 N I 18 _ I - 8 i c3" N) I W I N -1 1 Ul 8N- 18w- I SN/-+ 0' a' �' 3. PROPOSED FIRE HYDRANT 4. A KNOX BOX IS REQUIRED #I AND #2 ARE LOCATED ALONG STATE HWY G FRONTAGE ROAD. DEVE W tea GATE VALVE T SEE'PAVEMENT'NOTES SECTION, THIS PAGE. SECTION, 2"O TYPE 'K' COPPER (9') j I N, N 1 ITH THIS OPMENT.I. f- 2. G" RAISED CURB GUTTER -SEE DETAIL STI -01 o G" x 2" M.J. TEE - 85 10 8 8 85 85 � - TxDOT R -o -w I 85 85 85 85 5 85 85 85 88 _ _ _ _ _ _ _ _ _ " b5 �� 85 85 PARKING/PAVEMENT ( I . ALL PAVING SHALL BE G" T CENTER, BOTH WAYS. CO ESIGN: ICK REINFORCED CONCRETE WITH #4 REBAR (GRADE 60) AT 18" ON RETE SHALL BE 3,000 AT 28 DAY � d F � n n 6 RAISED CURB & 6 THICK REINFORCED n 2 �BALLVALVE � N 49'23'01 W 213. 0' so' 37' TxDOT R -O -W RESPONSIBLE FOR MAINTAI si STRENGTH. CONTRACTOR IS � p „ ING SLUMP DURING PLACEMENT. (5 SLUMP MAXIMUM) rA N CONCRETE PAVEMENT DETAIL _ - _ _ - - - - - - - - - - - - - - - - - - - 2. ALL PARKING LOTS SHALL H VE G" RAISED MONOLITHIC CURBS - SEE DETAIL THIS PAGE e4 rr N.T.S.------------------------ ------------=------------------------------------ _ _ _ _ _ _ 3. 5UBGRADE SHALL BE STAB 4. CONTRACTOR SHALL CONT IZED PER CITYSPECIFICATIONS CT ENGINEER PRIOR TO PLACEMENT OF CONCRETE. Date Issued: 042013 REVISIONS: EXISTING 18" D.I.P. (7' DEEP) 12 18 5° 91 R25' PARKING ANALYSIS: #4 REBAR @ IS" O.C.B. W. * APPROX. 4 LF. Of G"O C900 PVC SPOOL PIPE REQ'D FOR ASSEMBLY. 55 PARKING SPOTS (INLCUDE5 3 HANDICAP SPOTS 0 VAN) PROVIDED PARKING: ** WATER SERVICE WILL BE LEFT AT A MAXIMUM OF I' BURY DEPTH WITH 18" X G" M.J. SMITH -GLAIR GG5 STATE HWY G FRONTAGE VALVE AT THE POINT OF TERMINUS BY THE CONTRACTOR. REQUIRED PARKING` GEN COMMERCIAL (I per 25 f)15,199 s.f. = G I PARKING SPOTS STAINLESS STEEL SADDLE TAP NORTH BOUND LANE (ONE WAY) (ASPHALT) G4'- I "THROAT # I - BENCHMARK EXISTING ADMIN. PARKING ADJ 5TMENT (10% _ - G PARKING SPOTS TOTAL REQUIRED = 55 PARKING SPOTS Drawn By. Joe G Checked By: Joe G . S.S. MANHOLE Patterson Project No.: 1224 I ° RIM=273.25' 359" TO FUTURE , F/L=267.42' Building Inventory No.: N/A e + ... BARRON ROAD .. ,.. , Project No.: 1224 STATE HIGHWAY 6 SOUTH Sheet Title: STABILIZED 5UBGRADE PROPOSED FIRE HYDRANT #1 �c PER CITY SPECIFICATIONS - WATER METER BRANCH ASSEMBLY DETAIL SITE EASEMENTS, SETBACKS &DIMENSIONS SITE PLAN 6" THI N TER PAD SCALE: r' = e' K REINFORCED CRETE D UMP S C C CO 1 • SCALE: = 30' SECTION DETAIL N.T.S. Sheet C.1 LAND5CAPING NOTES: I . BENCHMARK ELEV. = 273.25' - BENCHMARK ELEVATION 15 TOP OF SANITARY SEWER MANHOLE LOCATED AT SOUTH PROPERTY CORNER. TOPOGRAPHICAL DATA WAS PROVIDED BY CLIENT AND WAS NOT ABLE TO BE FIELD VERIFIED. GATT15 ENGINEERING THEREFOR 15 NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHICAL DATA SHOWN HEREIN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG TE55 @ 1-800-344-8377. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH B/C5 UNIFIED DF-51GN GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE PRIOR TO START. 4. THE CONTRACTOR 15 RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, 15 APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES: G. 51TE SIGNAGE: 51GNAGE SHALL BE PERMITTED SEPARATELY. 7. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 8. LANDSCAPE IRRIGATION DESIGN SHALL BE PROVIDED BY OTHERS AND ARE NOT CONTAINED IN THESE DOCUMENTS. 9. A LICENSED IRRIGATION INSTALLER 15 REQUIRED FOR THE DESIGN * INSTALLATION OF THE LANDSCAPING IRRIGATION, 10. PROPOSED IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 1 1. ALL BACK-FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. S 4" CALIPER BALD CYPRESS (TAXODIUM DISTICHUM) 2 300 GOO CANOPY TREE 0 4" CALIPERLIVE OAK (QUERCUS VIRGINIANA) 5 300 1500 CANOPY TREE ® DYNAMITE CRAPE MYRTLE (LAGERSTROEMIA INDICA 1.25" CALIPER 'DYNAMITE') 9 40 3GO NON -CANOPY TREE TEXAS MOUNTAIN LAUREL O 1.25" CALIPER (SOPHORA SECUNDIFLORA) NON -CANOPY TREE 4 40 1 GO 5 GALLON KNOCK -OUT ROSE (ROSE 'RADRAZZ) 37 10 370 SHRUB GULF MUHLY GRASS 3 GALLON (MUHLENBERGIA CAPILLARIS) 57 1 57 SHRUB 1 GALLON RUSSIAN SAGE (PEROV5KIA ATRIPLICIFOLIA) 12 1 12 SHRUB TOTAL POINTS PROVIDED: 3,059 PNTS LAND5CAPE CALCULATIONS: 5TREET5CAPE: 213.40'- 3 I' (DRIVEWAY) = 182A/ 50 - 300pt5 = 1,094 pts 182.4 / 25 = 8 CANOPY TREES (LOCATED WITHIN 50' OF PROPERTY LINE) 4 CANOPY TREES t 8 CRAPE MYRTLES PLACED FOR 5TREET5CAPE LANDSCAPED AREA: A = G5,471 5Q FT (1.503 ACRES) 65,471 / 1,000 = G5.5 G5.5 ' 30 = 1,9G5 PNT5 TOTAL POINTS REQUIRED: 3,059 PNTS POINTS PROVIDED: 3,059 S