Loading...
HomeMy WebLinkAboutDrawingsCITY OF COLLEGE STATION CEMETARY APPROXIMATE LOCATION OF FLOODWAY LINE RESERVE "B" PLAT 310/687 2111 SANITARYSEWER 138 --as ----- as ------ o_ I __ --- SANITARY OLE SEHERT rlle ----- MANHr -IN I ' RIM ELEV: 262.17 Vr4A_ D -D -1-p L FL ELEV: 251.63 Rl I CREEK CHANNEL FENCE SIGNAGE NOTE: FOR THE PURPOSE OF SIGNAGE, LOTS IqA-R It IqB_R SHALL BE CONSIDERED A BUILDING PLOT. GENERAL N0Tr=8 01 NO CHANGES ARE PROPOSED OR REQUIRED FOR THE SANITARY SEWER LINE. 02 IRRIGATION MUST BE PROVIDED PRIOR TO 155UANCE OF C.O. 03 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE. (CITY ORDINANCE 2384) 04 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDINANCE 2394 05 A PORTION OF THE PROPERTY DOES LIE IN A 100 YEAR FLOOD HAZARD AREA (ZONE AE) AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), COMMUNITY PANEL NO., 4504IC144C EFFECTIVE DATE JULY 2, lclq2. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL CRABS 15 REQUIRED IN PARKING LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS, THE Waw PARKING LOT SETBACK, RIGHT5-OF-WAY, BUFFER YARD BU,LLROCKR - — -- — -- — -- — -- — -- — . ........... ............................................... LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT DOSTIN 139E DUMP PROPERTY DISTURBED DURING CONSTRUCTION. V NEW FENCE _- _-_---__ 05 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE _��APPROXIW E LOCATION OF WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS Lu ACCORDANCE WITH CITY OF BRYAN STANDARD DETAILS AND BUILDING BLOCK 10 PROPOSED SPECIFICATIONS. A COPY OF THE DETAILS 15 INCLUDED AS `E SOUTHWOOD, SECTION 26 ItL (21100.250 PUTT -PUTT PART OF TH15 DRAWING SUBMITTAL. ADDITION PLAT 484/655 FFEPARTNERS R-6 (11625.6 SO.FT.) 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT ry AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE FFE 265 ASSOCIATED 550 D WITH T 15 PROJECT. THE CONTRACTOR SHALL USE !a ALL MEANS NECESSARY TO PREVENT THE OCCURENCE OF WIND ANY VOID BETWEEN BLOWN LITTER FROM THE PROJECT SITE. rz, A/C �Lu. NEW DRIVE It EXISTING DRIVE 13 THE CONCRETE TRUCK WASHOUT AND SURROUNDING AREA TO '---XND EXTENSION DRIVE IL A/C BE COMPLETELY CLEANED UP 50 AS TO LEAVE NO TRACE OF WILL BE FILLED V41TH THE WASHOUT AREA, WITH PROPER DISPOSAL OF ANY LIQUID DRIVABLE SURFACE IL 0 AND SOLID WASTE. LLj E 14 AS REQUIRED BY THE TCEQ, TPDES CONSTRUCTION GENERAL FUTURE ND OF PERMIT NO. TXR 150000, THIS PROJECT WILL REQUIRE THAT A I,, IONE WA FUTURE BUFFER FOR ACCESS APARTMENTS SWP3 BE PREPARED; EROSION CONTROL INSTALLED, INSPECTED HARD AND IMPERVIOUS LL AND MAINTAINED; AND A NOTICE BE POSTED AND VISIBLE FROM SURFACE REMOVED z Z -2, qOO SQ. FT. THE PUBLIC RIGHT OF WAY. Lu W 15 ONE WAY DESIGNATION TO BE MARKED WITH PAINT ON DRIVEWAY 20 0 Lu ul AND A METAL "ONE WAY" SIGN POSTED AT THE ENTRANCE �l WA ---------- --------------------------------------------------- ;;t'..�.J,.j AND EXIT OF DRIVEWAY IN ACCORDANCE WITH SIGN STANDARDS METER V NEW FENCE--� q(�OSE FB__A_G__K --- L -I N__E -------------- ------------------------------------------------- L 16 ALL TREES SHALL BE BARRICADED ------------------------------------------------------------------------------- ------------------------------------------------ �Ajj D F - ------ PROPOSE 15.01 PUBLIC, EASEMENT EFWF PROPOSED PROPOSE 17 ALL PARKING AND POTHOLE TO BE REHABED DURING WATER LINE CONSTRUCTION ro, f�R ,TER I (ro IRRIGATION U�TEf�,, VAT _MF W w w w w w T7_LT_y_ rKUrMKIT 5 53°55'C 2 W 171.10' 24-0" .................. j STORM DRAIN ----------- 7: - - - - - - - — - — - - - - - - - - - - - - — — - APPROXIMATE FLOOD PLAIN LINES PER F.I.R.M. MAPS. MANHOLE ONE WAY NEW CURB ACCESS TWO WAY BASE FLOOD ELEVATION (BFE) PER F.I.R.M. MAPS: 261 ACCESS PROP05ED NEW EXISTING DRIVEWAY ------------------------- VALLEY VIEW DRIVE CURB CUT TO BE ELIMINATED LOCATION OF FLOOD PLAIN LINE AT 261 ELEVATION 60' R.O.W. PER ON -THE -GROUND TOPOGRAPHICAL SURVEY PERFORMED IN JAN. 2000. (NO CHANGES TO SURFACE IMPROVEMENTS OR FILL/REMOVAL SINCE LAST SURVEY) 97VI=rIKIe_ eHD= eH-r GAS LINE W _w w -W W -W EXISTING APPROXIMATE LOCATION OF FIRE HYDRANT 18 INCH WATER LINE 0 S l T � FLAN REFERENCE: NONE SCALE: 1"=30-01' NORTH 'P. CONCRETE CURS AND GUTTER REFERENCE: 01/SP-1.1 SCALE: 04-0' O O 0 TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.N. 2" CLEAR WIDTH REINFORCING @ FIRE LANE: #4 BAR5 @ 18" O.C.E.W. 2" CLEAR WIDTH ---------a--------------A__. G" COMPACTED 5UBGRADE \ 0 TYf=. REINFORCED CONC. PAVEMENT REFERENCE: 01/5P-1.1 SCALE: I"=I'-0" TOOL 76 RAID. ALONG EXPANSION CAP -INSIDE FIRE LA . ..... --------------- �177 .. .... . .. .. . A�-­ , ��: ��­ - ,, � [ F I RE' DIA. TO BE %6" GREATER 18 INCH WATER LINE oq CURBS CURB ENDS D DRIVE TO AD OINING FIRE LANE AVERAGE: * EXTEND 1/2 LENGTH L IRK N: ANNE% j 3/4" EXPANSION JOINT OF DOWEL FLOOD PLAIN LINE SHALL BE MARKED WITH A CONTINUOUS 5" WIDE RED PAINTED X ALL EDGES Lul . . ... -AM AVERAGE: PER F.I.S. STRIP, WITH 41' WHITE LETTERING STATING "FIRE LANE No MAXIMUM: 15" O.C. (DOWEL TO BE OILED IRRIGATION: W/ STD. NO. 40 SAE GRADE) r-, (COCS) PARKING TOW AWAY ZONE". WORDING MAY NOT BE SPACED AVERAGE.- < I GALLONS <PER MINUTE MAXIMUM: --- — — — — — — — — — — — --------- -------- MORE THAN 15' APART. O Li -- LU A- DRIVE 10 DUMP STATIONS To HAVE A 6' TALL WOOD FENCE ON THREE - I-III-III=1 I I -I I III=1 I I=1 I I =1 I I=1 I I -I � I -I I I Nv \V NEW - N, I=1 I �= '-"'_"-II_,,,III,IIill�lllll��lll,, SIDES WITH A 6' TALL V400D GATE FOR ACCE55 TO MATCH. z NC ET EXISTING DRIVE Lu W 11 ALL DRIVEWAYS AND 51DEWALKS TO BE CONSTRUCTED IN Lu ACCORDANCE WITH CITY OF BRYAN STANDARD DETAILS AND BUILDING BLOCK 10 PROPOSED SPECIFICATIONS. A COPY OF THE DETAILS 15 INCLUDED AS `E SOUTHWOOD, SECTION 26 ItL (21100.250 PUTT -PUTT PART OF TH15 DRAWING SUBMITTAL. ADDITION PLAT 484/655 FFEPARTNERS R-6 (11625.6 SO.FT.) 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT ry AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE FFE 265 ASSOCIATED 550 D WITH T 15 PROJECT. THE CONTRACTOR SHALL USE !a ALL MEANS NECESSARY TO PREVENT THE OCCURENCE OF WIND ANY VOID BETWEEN BLOWN LITTER FROM THE PROJECT SITE. rz, A/C �Lu. NEW DRIVE It EXISTING DRIVE 13 THE CONCRETE TRUCK WASHOUT AND SURROUNDING AREA TO '---XND EXTENSION DRIVE IL A/C BE COMPLETELY CLEANED UP 50 AS TO LEAVE NO TRACE OF WILL BE FILLED V41TH THE WASHOUT AREA, WITH PROPER DISPOSAL OF ANY LIQUID DRIVABLE SURFACE IL 0 AND SOLID WASTE. LLj E 14 AS REQUIRED BY THE TCEQ, TPDES CONSTRUCTION GENERAL FUTURE ND OF PERMIT NO. TXR 150000, THIS PROJECT WILL REQUIRE THAT A I,, IONE WA FUTURE BUFFER FOR ACCESS APARTMENTS SWP3 BE PREPARED; EROSION CONTROL INSTALLED, INSPECTED HARD AND IMPERVIOUS LL AND MAINTAINED; AND A NOTICE BE POSTED AND VISIBLE FROM SURFACE REMOVED z Z -2, qOO SQ. FT. THE PUBLIC RIGHT OF WAY. Lu W 15 ONE WAY DESIGNATION TO BE MARKED WITH PAINT ON DRIVEWAY 20 0 Lu ul AND A METAL "ONE WAY" SIGN POSTED AT THE ENTRANCE �l WA ---------- --------------------------------------------------- ;;t'..�.J,.j AND EXIT OF DRIVEWAY IN ACCORDANCE WITH SIGN STANDARDS METER V NEW FENCE--� q(�OSE FB__A_G__K --- L -I N__E -------------- ------------------------------------------------- L 16 ALL TREES SHALL BE BARRICADED ------------------------------------------------------------------------------- ------------------------------------------------ �Ajj D F - ------ PROPOSE 15.01 PUBLIC, EASEMENT EFWF PROPOSED PROPOSE 17 ALL PARKING AND POTHOLE TO BE REHABED DURING WATER LINE CONSTRUCTION ro, f�R ,TER I (ro IRRIGATION U�TEf�,, VAT _MF W w w w w w T7_LT_y_ rKUrMKIT 5 53°55'C 2 W 171.10' 24-0" .................. j STORM DRAIN ----------- 7: - - - - - - - — - — - - - - - - - - - - - - — — - APPROXIMATE FLOOD PLAIN LINES PER F.I.R.M. MAPS. MANHOLE ONE WAY NEW CURB ACCESS TWO WAY BASE FLOOD ELEVATION (BFE) PER F.I.R.M. MAPS: 261 ACCESS PROP05ED NEW EXISTING DRIVEWAY ------------------------- VALLEY VIEW DRIVE CURB CUT TO BE ELIMINATED LOCATION OF FLOOD PLAIN LINE AT 261 ELEVATION 60' R.O.W. PER ON -THE -GROUND TOPOGRAPHICAL SURVEY PERFORMED IN JAN. 2000. (NO CHANGES TO SURFACE IMPROVEMENTS OR FILL/REMOVAL SINCE LAST SURVEY) 97VI=rIKIe_ eHD= eH-r GAS LINE W _w w -W W -W EXISTING APPROXIMATE LOCATION OF FIRE HYDRANT 18 INCH WATER LINE 0 S l T � FLAN REFERENCE: NONE SCALE: 1"=30-01' NORTH 'P. CONCRETE CURS AND GUTTER REFERENCE: 01/SP-1.1 SCALE: 04-0' O O 0 TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.N. 2" CLEAR WIDTH REINFORCING @ FIRE LANE: #4 BAR5 @ 18" O.C.E.W. 2" CLEAR WIDTH ---------a--------------A__. G" COMPACTED 5UBGRADE \ 0 TYf=. REINFORCED CONC. PAVEMENT REFERENCE: 01/5P-1.1 SCALE: I"=I'-0" TOOL %" RAID. ALONG ALL EDGES 1%2" DEEP REINF. AS PER CONC, PAVEMENT DETAIL -------------------- ------------ COMPACTED SUBGRADE CONTRACTION JOINT REFERENCE: 01/SP-1.1 114" WIDE X 0 DEEP GROOVE SEAL WITH JOINT MATERIAL (SON05ORN 5L-1 SEALANT OR APPROVED EQUAL) METAL KEYWAY PLATE WITH FORMED GROOVE EDGE ROUNDED TO 114" RADIUS 15" MIN LAP SECOND POUR FIRST POUR I COMPACTED 5UBGRADE ZREINF. AS PER CONC. LONGITUDINALPAVEMENT DETAIL JOINT REFERENCE: 01/SP-1.1 SCALE: 0=1'-0" I I I — a — I t,srl-1 2. t, -000 r INFORMATION FARAD ISE SCUBA 4 SWIM (ORIGINAL SUBMITAL DATE: 4 MAY 07) OWNER/DEVELOPER: RUSSELL HANNA (979) 22q-4360 DESIGNElti., M -M DESIGN STEVE MUSSER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77845 (q79)Gq4-705q WATER TOOL 76 RAID. ALONG EXPANSION CAP -INSIDE WATER DEMAND: DIA. TO BE %6" GREATER 0 GALLONS PER MINUTE JOINT SEALER AS SPI CID. THAN DIA. OF DOWEL AVERAGE: * EXTEND 1/2 LENGTH HEATED: 3/4" EXPANSION JOINT OF DOWEL 32 GALLONS PER MINUTE MATERIAL AS SPEC'D. MINIMUM: ALL EDGES AVERAGE: < I GALLONS PER MINUTE SMOOTH BAR DOWEL %2"xl8" @ MAXIMUM: 15" O.C. (DOWEL TO BE OILED IRRIGATION: W/ STD. NO. 40 SAE GRADE) 0 GALLONS -PER MINUTE AVERAGE.- < I GALLONS <PER MINUTE MAXIMUM: --- — — — — — — — — — — — --------- -------- -- - I-III-III=1 I I -I I III=1 I I=1 I I =1 I I=1 I I -I � I -I I I � I=1 I �= '-"'_"-II_,,,III,IIill�lllll��lll,, I I I=1 � �_ I i I-- REINF. REINF. AS PER CONC. COMPACTED SUBGRADE PAVEMENT DETAIL E X -- AN S I ON JOINT kl REFERENCE: 01/SP-1.1 SCALE- 0=1'-0" kl TOOL %" RAID. ALONG ALL EDGES 1%2" DEEP REINF. AS PER CONC, PAVEMENT DETAIL -------------------- ------------ COMPACTED SUBGRADE CONTRACTION JOINT REFERENCE: 01/SP-1.1 114" WIDE X 0 DEEP GROOVE SEAL WITH JOINT MATERIAL (SON05ORN 5L-1 SEALANT OR APPROVED EQUAL) METAL KEYWAY PLATE WITH FORMED GROOVE EDGE ROUNDED TO 114" RADIUS 15" MIN LAP SECOND POUR FIRST POUR I COMPACTED 5UBGRADE ZREINF. AS PER CONC. LONGITUDINALPAVEMENT DETAIL JOINT REFERENCE: 01/SP-1.1 SCALE: 0=1'-0" I I I — a — I t,srl-1 2. t, -000 r INFORMATION FARAD ISE SCUBA 4 SWIM (ORIGINAL SUBMITAL DATE: 4 MAY 07) OWNER/DEVELOPER: RUSSELL HANNA (979) 22q-4360 DESIGNElti., M -M DESIGN STEVE MUSSER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77845 (q79)Gq4-705q WATER 4 SEWER DEMANDS WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE BHO AVERAGE: < I GALLONS PER MINUTE HEATED: MAXIMUM: 32 GALLONS PER MINUTE SEWER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE 3SEP08 J MAXIMUM: 15,360 GALLONS PER DAY IRRIGATION: MINIMUM: 0 GALLONS -PER MINUTE AVERAGE.- < I GALLONS <PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE SYMBOL Lr=Gr=NC) --w— WATER LINE 0 MANHOLE G— GAS LINE WATER METER SEWER LINE FIRE HYDRANT FH 0-0" WOOD FENCE EM ELECTRIC METER �'�' IIViI OVA VICINITY MAP NOT TO SCALE LOT: IqA—R (5q/560.5 SQ. FT. ) BLOCK: 10 SUBDIVISION: SOUTHNOOD SECTION 2(a COLLEGE STATION, TX BRAZOS COUNTY M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL. FRAMING AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DE51GN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. DATE: 04MAY07 PROJECT: MC -07-168 DRAWN: BHO CHECKED: SRM HEATED: -----0 SLAB: 1,825.60 REVISION: 5JULY07 5SEP07 3SEP08 J SHEET NUMBER 5 f=l = a] SHEET 01 OF 07 APPROXIMATE LOCATION OF FLOODWAY LINE CITY OF COLLEGE STATION CEMETARY RESERVE "B" PLAT 310/687 CREEK CHANNEL 21" SANITARY SEWER '_-= ---�-.PROP �- L -----ae-----se-----ss--- - - ER Y INE: SANITARY SEWER �'`�----"�-----ss-____ BUCLROCLG_. _ .�� MANHOLE----- ---e -- ENCE RIM ELEV: 262.17 r�°-}-- D .0_'_P_(1•@J-!C_j j eQ ae 88 - _ BULLROCK FL ELEV: 251.63 - sa - - -� L -- LROGK -- -- � _< -fes ;i•::: ,.. � :.: .:; ; _:.: ��.:.-. �::� _ ! ,. — ._.._. ""_"-- _ 1 Z — — ISTIN E _.._.._.._.._.._.. 1 �_ :...22.6..:29 3B .. .3) 32. 33....:.34.;.di. _- 1 @((� .. ....t , . iP`ti 36,:5... ..88- O _ —ss �1L : DUMP RACK _ ----- 39 , _ -- 6' NEW FENCE "" " - - - ----------- • -- \APPROXIMATE---- -------- SIGNAGE NOTE: FOR THE PURPOSE OF SIGNAGE, LOTS IqA-R It IqB-R SHALL BE CONSIDERED A BUILDING PLOT. LOCATION OF 18 INCH WATER LINE - GENERAL NOTES 01 NO CHANGES ARE PROP05ED OR REQUIRED FOR THE SANITARY SEWER LINE. 02 IRRIGATION MUST BE PROVIDED PRIOR TO 155UANCE OF G.O. 03 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRE55URE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE. (CITY ORDINANCE 2394) 04 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDINANCE 2384 05 A PORTION OF THE PROPERTY DOES LIE IN A 100 YEAR FLOOD HAZARD AREA (ZONE AE) A5 ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), COMMUNITY PANEL NO. 48041CI44C EFFECTIVE DATE JULY 2, Igg2. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT fSLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS=OF-WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION, 05 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BGS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS. Oq ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE SHALL BE MARKED WITH A CONTINUOUS 8" WIDE RED PAINTED STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO PARKING TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN 15' APART. 10 DUMP STATIONS TO HAVE A V TALL WOOD FENCE ON THREE SIDES WITH A 6' TALL WOOD GATE FOR ACCE55 TO MATCH. II ALL DRIVEWAYS AND SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BRYAN STANDARD DETAILS AND SPECIFICATIONS. A COPY OF THE DETAILS 15 INCLUDED AS PART OF THIS DRAWING SUBMITTAL. 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT" THE OCCURENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 13 THE CONCRETE TRUCK WASHOUT AND SURROUNDING AREA TO BE COMPLETELY CLEANED UP SO AS TO LEAVE NO TRACE OF THE WASHOUT AREA, WITH PROPER DISPOSAL OF ANY LIQUID AND SOLID WASTE. 14 AS REQUIRED BY THE TCEQ, TPDES CONSTRUCTION GENERAL PERMIT NO. TXR 150000, THIS PROJECT WILL REQUIRE THAT A SWP3 BE PREPARED; EROSION CONTROL INSTALLED, INSPECTED, AND MAINTAINED; AND A NOTICE BE POSTED AND VISIBLE FROM THE PUBLIC RIGHT OF WAY. 15 ONE WAY DESIGNATION TO BE MARKED WITH PAINT ON DRIVEWAY AND A METAL "ONE WAY" SIGN POSTED AT THE ENTRANCE AND EXIT'tOF DRIVEWAY IN ACCORDANCE WITH SIGN STANDARDS 16 ALL TREES SHALL BE BARRICADED 17 ALL PARKING AND POTHOLE TO BE REHABED DURING CONSTRUCTION ----- ..... ~� STORM DRAIN aE.: AE MANHOLE ONE WAY _... _ _ AEAE------------ 24'-0" J APPROXIMATE FLOOD PLAIN LINES PER F.I.R.M. MAPS. WATERSEWER DEMANDS BHO CHECKED: SRM ACCESS TWO WAY NEW CURB BASE FLOOD ELEVATION (BFE) PER F.I.R.M. MAPS: 261 WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE 5JULY07 ACCESS 3SEP08 AVERAGE: < i GALLONS PER MINUTE NEW PROP055ECURB MAXIMUM: 32 GALLONS PER MINUTE VALLEY VIEW DRIVE EXISTING DRIVEWAY D UT ------------------------- TO BE ELIMINATED 60' R.O.W. LOCATION II SEWER DEMAND: MINIMUM: 0 GALLONS PER MINUTE - PER ON—THE—GROUND TOPOGRAPNICAL SURVEY AVERAGE: < I GALLONS PER MINUTE - PERFORMED IN JAN. 2000. (NO CHANGES TO SURFACE MAXIMUM: 15,360 GALLONS PER DAY IMPROVEMENTS OR FILL/REMO",/AL SINCE LAST SURVEY) EXISTING CURB CUT GAS LINE IpQ ii W W -w w w W w w W w w EXISTING APPROXIMATE LOCATION OF FIRE HYDRANT 18 INCH WATER LINE if ." CONCRETE CUR* "o" GUTTER REFERENCE: 01/SP-I.I SCALE: I"=1'-0" TOOL ye' RAD. ALONG JOINT SEALER AS SPEC'D. 3/4" EXPANSION JOINT MATERIAL AS 5PEC'D. ALL EDGES SMOOTH BAR DOWEL %2"x18" @ 15" O.C. (DOWEL TO BE OILED W/ STD. NO. 40 5AE GRADE) 0 51TE FLAN REFERENCE: NONE SCALE: 0=30-0" NORTH TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.W. 2" CLEAR WIDTH REINFORCING @ FIRE LANE: #4 BARS @ 18" O.C.E.W. 2" CLEAR WIDTH "v 6" COMPACTED SUBGRADE0 -, 3 TYf=. RE INFO GONC. 1"" 0=0"AV REFERENCE: 01/SP-1,1 EXPANSION CAP -INSIDE - DIA. TO BE I6" GREATER THAN DIA. OF DOWEL t EXTEND ~ 1/2 LENGTH OF DOWEL REINF. AS PER CONC. COMPACTED SUBGRADE PAVEMENT DETAIL 0 EXPAN61ON JOIN' REFERENCE: 01/SP-I.1 SCALE: I"=1'-0" ---------A -------------- jk--• IRCEED MENT SCALE: I"=1' -0'i METAL KEYWAY PLATE --� WITH FORMED GROOVE EDGE ROUNDED TO 1/4" RADIUS FIRST POUR'-" -" ' COMPACTED SUBGRADE LONGITU JOINT REFERENCE: 01/SP-1.1 TOOL %11 RAD. ALONG ALL EDGES 1%2" DEEP REINF, AS PER CONC. PAVEMENT DETAIL COMPACTED SUBGRADE CONTRACTION JOINT REFERENCE: 01/SP-I.I SCALE: 0=1'-0" 1/4" WIDE X I" DEEP GROOVE SEAL WITH JOINT MATERIAL (SONOBORN 5L-1 SEALANT OR APPROVED EQUAL) 15" MIN LAP ,_ 1 SECOND POUR 1 REINF. AS PER CONC. DINALPAVEMENT DETAIL SCALE: 0=1'-0" INFO R% IAT I ON PARADISE SCUIBA 4 SWIM (ORIGINAL SUBMITAL DATE: 4 MAY 07) OWNER/DEVELOPER: RUSSELL HANNA (979) 229-4360 DESIGNER: M -M DESIGN STEVE MUSSER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77845 (979) 694-7059 IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE _ SYMBOL LEGEND --w— WATER LINE 0 MANHOLE —G---- GAS LINE® WATER METER U'O'li —s— SEWER LINE FIRE HYDRANT Fu -o---�- 6'-0" WOOD FENCE p ELECTRIC METER ii iRil V Ilil 3� 1 VICINITY MAP NOT TO SCALE LOT: IqA-R (59,560.5 SQ. FT. ) BLOCK: 10 SUBDIVISION: SOUTI-IWOOD SECTION 2(c COLLEGE STATION, TX BRAZOS COUNTY M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE 50LE RESPONSIBILITY FOR THE STRUCTURAL DESIGN, M -M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. DATE: 04MAY07 PROJECT: MC -07-108 DRAWN: BHO CHECKED: SRM HEATED: -----41 SLAB: 11825.614 REVISION: 5JULY07 5SEP07 3SEP08 APPROXIMATE LOCATION OF FLOODWAY LINE CITY OF COLLEGE STATION CEMETARY RESERVE "B" PLAT 310/687 CREEK CHANNEL 21" -SA eIITARYse SEWER _ —" _ =-_------__,..,.. PROPERTY UJ�4TR -sa----- O- _ _ - __ --...... LINE: 331 - " SANITARY SEWER >-�s"-'--ss-____se-____ ae BUL-L-ROCK- ------ _ -""`�'-`` MANHOLE MATERIAL AS SPEC'D. _-_es--___eB_--=es=��._� - .. --....._ _ SILT FENCE RIM ELEV: 262.17 ' �° +-- 9.0_'_P_L1F�1.1C_ ILT _ as as BULLROCK -- FL ELEV: 251.63 - lw Q ,�-.�-_��1JaPI.I`1G -.--- - - - - BUILDING � 60� R.O.W. -------- -------- --- � ItL ISTIN E 17 : _IB , . iq :.20 , .. ...::21'., 42•.. _23_ _g,4_ 25 ; :':26 -:27 26: •r2R�.-38"''`' DUMP ,. -_- ,, �•.-:�:-,-;.�. 32.:r ,. :,` �i4� 35 .: ., a- --s PER ONITHE GROUND TOPOGRAPHICAL SURVEY .._.._..—.._.._.._ ....�..— ._.._.._.._.. �—.... � 2 -.... 25.0 6 NEW FENCE , - .:..., ,.... :.... ...:. ... �. ,: ...: : , ,.:_ ..-- 3 RACK — — r --- -- MAXIMUM: 15,360 GALLONS PER DAY IMPROVEMENTS OR FILL/REMOVAL SINCE LAST- SURVEY) - EXISTING CURB GUT � "+ 0 — __ - r it { 17 "8• FI RE LAN -==-_= -- _ .-:, :;,.• ..: 1 IXISTIN i LOT. G:PARIC NG M R .. .......T?..... KING FIRE (PAIN;. AN 1 - 3 :...... .. . :. ..:....:..::...___....,: :. ,,..., o ..,._.. _ . , .. _ ,.... _ , .:..:....... ... ..: _ ... :. _... .:.. .... : ,..:........_ . .: .....::... - ,.....:. ..:,. R :. KIN G FLOOD PLAIN U --- _ �_.-.......:<..,. FIRE LAAT FIRE =` -------•► z BLOCK 10 :.•.:,::. .. � .:.., t t ... ": ' - ''. • ,:• TO EXCEED �, APPROXIMATE FLOOD PLAIN LINES PER F.I.R.M. MAPS. 1 UJ�4TR �O l ` OC C S ..: ..�:°. .:N7C SP W ACCESS TO WAY BASE FLOOD ELEVATION (BFE) PER F.I.R.M. MAPS: 261 L Io n • . 12 .13 19. DRIVEHALT 7 ! MATERIAL AS SPEC'D. .. NEW EXISTING DRIVEWAY VALLEY VIEW DRIVE PRCURRBEU -___`- -- -------------- W EXISTING G DRIVRE T CURB TO BE ELIMINATED �. O •: w BUILDING PROPOSED 60� R.O.W. Im -------- --- SOUTHWOOD, SECTION 26 21100.2 5Q PUTT -PUTT PLAT 484/655 FFE I iA tit , -► / - �I z: ,� PARTNERS R-6 °- QQ (1,825.6 50.FT.) m ° C- I , FFE 265 La rry, , �.N U 0 c 6 AL ( ANY VOID BETWEEN r, A/C I NEW DRIVE * EXISTING DRIVE Qi'1 Iw : AND EXTENSION DRIVE c v �� A/C WILL BE FILLED WITH DRIVABLE SURFACE i P . kINGwLQ V�� i END OF VISUAL BUFFER FOR 13 z I u! ONE WAY FUTURE / ACCE55 APARTMENTS J 1 Q p } HARD AND IMPERVIOUS 2 w SURFACE REMOVED LLI -I a- I- t1��•, / © } -2, 900 SQ. FT. w' ( w r - - - -- -- N j WA o i EERR / ----------------------------------- _25.0' BUILDIrNG�S BACK LINE-------------------------------------------------------------- I .. Q METER / 6 NEW FENCE—, ; SIGNAGE NOTE: FOR THE PURPOSE OF SIGNAGE, LOTS 19A -R * 19B -R SHALL BE CONSIDERED A BUILDING PLOT. \APPROXIMATE LOCATION OF 18 INCH WATER LINE GSEN RAL NOTES 01 NO CHANGES ARE PROP05ED OR REQUIRED FOR THE SANITARY SEWER LINE. 02 IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF G.O. 03 IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE. (CITY ORDINANCE 2394) 04 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDINANCE 2394 05 A PORTION OF THE PROPERTY DOES LIE IN A 100 YEAR FLOOD HAZARD AREA (ZONE AE) AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), COMMUNITY PANEL NO.. 4504IC144C EFFECTIVE DATE JULY 2, 1992. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE V151BLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRA55 15 REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT 5ETBAGK, RIGHTS-OF-WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 08 WATER AND SEWER CONSTRUCTION SHALL B IN E ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS. F TIONS. 09 ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE SHALL BE MARKED WITH A CONTINUOUS 8" WIDE RED PAINTED STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO PARKING TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN 15' APART. 10' DUMP STATIONS TO HAVE A 6' TALL WOOD FENCE ON THREE SIDES WITH A 6' TALL WOOD GATE FOR ACCESS TO MATCH. 11 ALL DRIVEWAYS AND SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BRYAN STANDARD DETAILS AND SPECIFICATIONS. A COPY OF THE DETAILS 15 INCLUDED AS PART OF THIS DRAWING SUBMITTAL. 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 13 THE CONCRETE TRUCK WASHOUT AND SURROUNDING AREA TO BE COMPLETELY CLEANED UP 50 AS TO LEAVE NO TRACE OF THE WASHOUT AREA, WITH PROPER DISPOSAL OF ANY LIQUID AND SOLID WASTE. 14 AS REQUIRED BY THE TCEQ, TPDE5 CONSTRUCTION GENERAL PERMIT NO. TXR 150000, THIS PROJECT WILL REQUIRE THAT A SWP3 BE PREPARED; EROSION CONTROL INSTALLED, INSPECTED, AND MAINTAINED; AND A NOTICE BE POSTED AND VISIBLE FROM THE PUBLIC RIGHT OF WAY. 15 ONE WAY DESIGNATION TO BE MARKED WITH PAINT ON DRIVEWAY AND A METAL "ONE WAY" SIGN POSTED AT THE ENTRANCE AND EXIT OF DRIVEWAY IN ACCORDANCE WITH SIGN STANDARDS 16 ALL TREES SHALL BE BARRICADED 17 ALL PARKING AND POTHOLE TO BE REHABED DURING CONSTRUCTION ..---------------------------- MANHOLE 24' -0" ONE WAYNEW CURB APPROXIMATE FLOOD PLAIN LINES PER F.I.R.M. MAPS. PROJECT: UJ�4TR SUJR DM�INOS DIA. TO BE %6" GREATER CHECKED: W ACCESS TO WAY BASE FLOOD ELEVATION (BFE) PER F.I.R.M. MAPS: 261 4 EXTEND 1/2 LENGTH WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE ACCESS MATERIAL AS SPEC'D. ALL EDGES AVERAGE: < I GALLONS PER MINUTE EXISTING DRIVEWAY VALLEY VIEW DRIVE PRCURRBEU -___`- -- -------------- SMOOTH BAR DOWEL %2''x18" @ MAXIMUM: 32 GALLONS PER MINUTE CURB TO BE ELIMINATED W/ STD. NO. 40 SAE GRADE) 60� R.O.W. LOCATION OIITION -------- --- SEWER DEMAND: MINIMUM: 0 GALLONS PER MINUTE PER ONITHE GROUND TOPOGRAPHICAL SURVEY AVERAGE: < I GALLONS PER MINUTE - _ PERFORMED IN JAN. 2000. (NO CHANGES TO SURFACE AS PER CONC. MAXIMUM: 15,360 GALLONS PER DAY IMPROVEMENTS OR FILL/REMOVAL SINCE LAST- SURVEY) - EXISTING CURB GUT / "+ 0 GAS LINE IoQli W 'W EXISTING APPROXIMATE LOCATION OF FIRE 14YDRANT 18 INCH WATER LINE SITE REFERENCE: NONE TYPICAL REINFORCING: #3 BARS @ 12" O.C. E. W . 2" CLEAR WIDTH P' REINFORCING @ FIRE LANE: #4 BARS @ IS" O.C.E.W. 2" CLEAR WIDTH �r -------it----------------------------1---------------------------a N. CONCRETE CUR50"' AND GUTTER R REFERENCE: 01/SP-1.1 SCALE: I"=1'-0" o� 0 O O 6". COMPACTED SUBGRADE -� 0 TYf=. RE INFO CONC. FAV REFERENCE: 01/5P -I.1 N SUBGRADE ' PROJECT: TOOL Ye' RAD. ALONG EXPANSION CAP -INSIDE � DIA. TO BE %6" GREATER CHECKED: JOINT SEALER AS SPEC'D. THAN DIA. OF DOWEL HEATED: 4 EXTEND 1/2 LENGTH SLAB: 3/4" EXPANSION JOINT OF DOWEL REVISION: MATERIAL AS SPEC'D. ALL EDGES 3SEP08 SMOOTH BAR DOWEL %2''x18" @ 18" O.G. (DOWEL TO BE OILED W/ STD. NO. 40 SAE GRADE) --------------- -------- --- \ZREINF. AS PER CONC. COMPACTED SUBGRADE PAVEMENT DETAIL EXPANSION JOINT / REFERENCE: 01/SP-1.I SCALE: 1"=1'-0" 0 RCED MENT SCALE: LAN 0 SCALE: I"=30'-011 NORTH METAL KEYWAY PLATE — WITH FORMED GROOVE EDGE ROUNDED TO 1/4" RADIUS FIRST POUR COMPACTED SUBGRADE LONGITU fo JOINT REFERENCE: 01/SP-1.1 TOOL %" RAD. ALONG ALL EDGES Q2" DEEP REINF. AS PER GONG. PAVEMENT DETAIL COMPACTED SUBGRADE ' PROJECT: CONTRACTION DRAWN: JOINT CHECKED: REFERENCE: 01/5P-1.1 SCALE: 0=1'-0" 1/4" WIDE X I" DEEP GROOVE SEAL WITH JOINT MATERIAL (50NOBORN SL -I SEALANT OR APPROVED EQUAL) 15" MIN LAP , SECOND POUR I REINF. AS PER CONC. DINALPAVEMENT DETAIL SCALE: 0=1'-0" INFO =fw%-mIlATION PARADISE SCUBA 4 SWIM (ORIGINAL SUBMITAL DATE: 4 MAY 07) OWNER/DEVELOPER: RUSSELL HANNA (q7q) 22q-4360 DESIGNER: M -M DESIGN STEVE MUSSER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77845 (979) 694-705q IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE SYMBOL LEGEND --w— WATER LINE O MANHOLE —G— GAS LINE® WATER METER U'O'll —S— SEWER LINE - FIRE HYDRANT FH -c�---a- 6'-0" WOOD FENCE p ELECTRIC METER yi. VICINITY MAP NOT TO SCALE LOT: IqA-R (59,560.5 SQ.FT.) BLOCK:.10 SUBDIVISION: SOUTHWOOD SECTION 26 COLLEGE STATION, TX BRAZOS COUNTY N -M DESIGN IS NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENGINEER'S SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DESIGN WILL NOT BE HELD RESPONSIBLE FOR THE S'T'RUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. D DATE: 04MAY07 PROJECT: MC -07-168 DRAWN: 8140 CHECKED: SRM HEATED: -----IP SLAB: I, 825.61P REVISION: 5JULY07 5SEP07 3SEP08 SHEET NUMBER SHEET 01 OF 07 6 m z BLOCK 10 SOUTNWOOD, SECTION 26 oN PLAT 484/655 R-6 E till z V15UAL BUFFER FOR APARTMENTS V NEW FENCE - CITY OF COLLEGE STATION CEMETARY LINE:. 3RI dGl RESERVE "B" PLAT 310/687 0 CREEK CHANNEL FENCE ::. EXISTING _..._ CONCRETE' BUILDING` DR.1VE L3 fm PROPOSE (21100.250 ---- pw 1 N ..:: _� PUTT -PUTT / FFEAUUITIUN-04 w. PARTNERS s (1,825.6 5Q.FT'.) IN �� FFE 265 = ::� � N ,w. v c / G -I L. ANY VOID. BETWEEN C �o I J I w ; NEW DRIVE t EXISTING DRIVE c..._...) ___ Vv 1;Y rz _ ANDS EXTENSION „DRIVE C-') I� :: ) WILL BE FILLED WITH m /, ��;� C w i DRIVABLE SURFACE , END OF U i / :at)w:<'• ONE WAY F TUBE ACCESS / HARD AND IMPERVIOUS SURFACE REMOVED Ld -2, 900 SQ. FT. 4: w! -------- ----------------------------- ------ �` �� -----=---- EER / ----------------- -------------------------------------------------- 25.0 BUILD S BACK LINE :;::wl __ _ _ ' tai Lot° ---------------------------------------------------------------------------------------------------------------------------------- 15.0' PUBLIC UTILITY EASEMENT PROPOSED PROPOSED PROPOSED �...: . IRRIGATION TER., VATR M TE U r U WATER LINE c o PROPERTY INE: 334.16' - S 53°55' " W ' ----------------------- FL•. 171.10 / v -�- AE, AE AE AS AE AE ------------ IF 241-011 ;r NEW CURB TWO WAY ACCESS PROPOSED NEW CONCRETE CUR 3 AND GUTTER "� REFERENCE: 01/SP-I.1 SCA TOOL %8' RAD. ALONG JOINT SEALER AS SPEC'D. 3/4" EXPANSION JOINT MATERIAL AS SPEC'D. ALL EDGES SMOOTH BAR DOWEL %2'x18" @ 18" O.G. (DOWEL TO BE OILED W/ STD. NO. 40 SAE GRADE) VALLEY VIEW DRIVE CURB CUT EXISTING DRIVEWAY TCS RF FI IMINATFn 60! R.O.W. GAS LINE —w APPROXIMATE LOCATION OF 18 INCH WATER LINE 1110 EXISTING CURB CUT O�Q�11 EXISTING FIRE HYDRANT Slid PLAN REFERENCE: NONE SCALE: 0=30'-011 NORTH ELE Al HA CERWICA11 it REQUIRED 0+11, D +E' at +3f TYPICAL REINFORCING: #3 BARS @ 12" O.C.E.W. C3 +C 2" CLEAR WIDTH Q NOT REQUIREtt REINFORCING @FIRE LANE: I it #4 BARS @ 18" O.C.E.W. TOOL %" RAD, 2" CLEAR WIDTH _ ALL EDGES 1%2 DEEP t REINF. AS PER CONC. PAVEMENT DETAIL _------------------------------------------=-------------------------- N -� _. — --• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —I I I=1 1..1—III—III—III—I I I—I I I—III—III—III—III—III_ _ I 6" COMPACTED SUBGRADE\ 74�f=. REINFORCED C0NC.7AVEMEN-AtTCLE: I"=1'-0"ENCE01/SP-.S: I"=1'-0" EXPANSION GAP -INSIDE — DIA. TO BE %6" GREATER THAN DIA. OF DOWEL * EXTEND - 1/2 LENGTH OF DOWEL REINF. AS PER CONG. COMPACTED SUBGRADE PAVEMENT DETAIL 1 0 EXPAN51ON JOINT REFERENCE: 01/SP-1.1 SCALE: I"=1'-0" COMPACTED SUBGRADE0 ' CONTRA JOINT REFERENCE: 01/5P-1.1 1/4" WIDE X I" DEEP GROOVE SEAL WITH JOINT MATERIAL (50NOBORN 5L-1 OR APPROVED EQUAL)ANT METAL KEYWAY PLATE WITH FORMED GROOVE,, GT I ON SCALE: i"=1'-0" iE1iIEWEFOR COMPLIANCE SEP 14 ZG07 '05I COLLEGE STATION EDGE ROUNDED TO 1/4 RADIUS 15" MIN LAP — SECOND POUR REVIEWED FOR ----- ----------- COMPLIANCE SEP I � X007 CO�� I—I i I _► i 1=1 11—� �_)=1 �_) 1 I I I=Iii— 111—► 1 p�G�E STATION FIRST POUR ''—I I-1 11.1 1 (—I'' DEVELO•r�e NTS MGES COMPACTED SUBGRADE REINF. AS PER CONC. LONGITUDINAL PAVEMENT DETAIL JOINT ^0 REFERENCE: OI/SP-1.1 SCALE: I"= 1'-0"nnin / SIGNAGE NOTE: FOR THE PURPOSE OF SIGNAGE/ LOTS 19A -R It 19B -R SHALL BE CON51DERED A BUILDING PLOT. \APPROXIMATE LOCATION OF 18 INCH WATER LINE APPROXIMATE FLOOD PLAIN LINES PER F.I.R.M. MAPS. BASE FLOOD ELEVATION (BFE) PER F.I.R.M. MAPS: 261 ------------------------- LOCATION OF FLOOD PLAIN LINE AT 261 ELEVATION PER ON -THE -GROUND TOPOGRAPHICAL SURVEY PERFORMED IN JAN. 2000. (NO CHANGES TO SURFACE IMPROVEMENTS OR FILL/REMOVAL SINCE LAST SURVEY) GENIVRAL NOTES 01 NO CHANGES ARE PROPOSED OR REQUIRED FOR THE SANITARY SEWER LINE. 02- IRRIGATION MUST BE PROVIDED PRIOR TO ISSUANCE OF C.O. 03 IRRIGATION SYSTEM MU5T BE PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE BACK FLOW DEVICE ` OR A DOUBLE-CHECK BACK FLOW DEVICE. (CITY ORDINANCE 2384) 04 ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDINANCE 2384 05 A PORTION OF THE PROPERTY DOES LIE IN A 100 YEAR FLOOD HAZARD AREA (ZONE AE) AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), COMMUNITY PANEL NO... 4804IC144C EFFECTIVE DATE JULY 2, igg2. 06 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE _VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 07 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS 15 REQUIRED IN PARKING LOT ISLANDS, 5WALE5 AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, BUFFER YARD LANDSCAPING NOT DEDICATED TO TREES, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 05 WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND SPECIFICATIONS. Og ALL CURBS, CURB ENDS AND DRIVE TO ADJOINING FIRE LANE SHALL BE MARKED WITH A CONTINUOUS 8" WIDE RED PAINTED STRIP, WITH 4" WHITE LETTERING STATING "FIRE LANE NO PARKING TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN 15' APART. IU DUMP STATIONS TO HAVE A 6' TALL WOOD FENCE ON THREE SIDES WITH A 6' TALL WOOD GATE FOR ACCESS TO MATCH. II ALL DRIVEWAYS AND SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BRYAN STANDARD DETAILS AND SPECIFICATIONS. A COPY OF THE DETAILS 15 INCLUDED AS PART OF THIS DRAWING SUBMITTAL. 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 13-- THE CONCRETE TRUCK WASHOUT AND SURROUNDING AREA TO BE COMPLETELY CLEANED UP 50 AS TO LEAVE --NO TRACE OF THE <WASHOUT AREA, WITH PROPER DISPOSAL OF ANY LIQUID AND SOLID WASTE. 14 AS REQUIRED BY THE TCEQ, TPDES CONSTRUCTION GENERAL PERMIT NO. TXR 150000, THIS PROJECT WILL REQUIRE THAT A SWP3 BE PREPARED; EROSION CONTROL INSTALLED, INSPECTED, AND MAINTAINED; AND A NOTICE BE POSTED AND VISIBLE FROM THE PUBLIC RIGHT OF WAY. 15 ONE WAY DESIGNATION TO BE MARKED WITH PAINT ON DRIVEWAY AND A METAL "ONE WAY" SIGN POSTED AT THE ENTRANCE AND EXIT OF DRIVEWAY IN ACCORDANCE WITH SIGN STANDARDS 16 ALL TREES SHALL BE BARRICADED 1? ALL PARKING AND POTHOLE TO BE REHABED DURING CONSTRUCTION WATER 4 SEWER DEMANDS WATER DEMAND: MINIMUM: 0 GALLONS PER MINUTE BHO AVERAGE: < I GALLONS PER MINUTE HEATED: MAXIMUM: 32 GALLONS PER MINUTE SEWER DEMAND: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15,360 GALLONS PER DAY IRRIGATION: MINIMUM: 0 GALLONS PER MINUTE AVERAGE: < I GALLONS PER MINUTE MAXIMUM: 15 GALLONS PER MINUTE SYMBOL. LEGEND —w— WATER LINEO MANHOLE --G— GAS LINE® WATER METER U�O'II —5— SEWER LINE _ FIRE HYDRANT FN -v—fl- 6'-0" WOOD FENCE p ELECTRIC METER INFORMATION PARADISE SCU5A 4 SWIM (ORIGINAL SUBMITAL DATE: 4 MAY 07) OWNER/DEVELOPER: RUSSELL HANNA (97q) 22q-4360 DESIGNER: M—M DESIGN STEVE MUSSER 1617-A BROTHERS BLVD COLLEGE STATION, TX 77845 (q7q) 6q4 -705q / R4 VICINITY MAP NOT TO SCALE LOT: IqA-R (5q, 56,0.5 SQ. FT. ) BLOCK: 10 SUBDIVISION: SOUTHNOOD SECTION 2(o COLLEGE STATION/ TX BRAZOS COUNTY M -M DESIGN 15 NOT AN ENGINEERING FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUALIFIED NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR FOUNDATIONS. A LICENSED PROFESSIONAL '. ENGINEER SHOULD BE CONSULTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENGINEER'5 SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINEER OF RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. M -M DE51GN WILL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY ARISE REGARDING THE DESIGN. DATE: 04MAY07 PROJECT: MC -07-168 DRAWN: BHO CHECKED: SRM HEATED: -----0 SLAB: 11525.6113 REVISION: 5JULY07 5SEP07 SHEET NUMBER V SHEET 01 OF 07 CROSS SLOPE 2/ MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK z 2% to 47 2% MAX., 1% MIN. I- PAVEMENT CURB ' } �t- LU . a 8' TYP. =� a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. SIDEWALK SLOPE REQUIREMENTS NOTES 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP to 4' INTERVALS. EXPANSION JOINTS 0 60' O.C., CONTRACTION JOINTS 0 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH -3 x 12" BARS @ 12" O.C. OR •4 x 12" BARS 0 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD)AND SHALL BE 0-47 WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL - SMOOTH DOWEL BAR 1/4" 1/2" 0 X 18", 12" O.C. 3/4".i, (COATED W/HEAVY GREASE) 4„ NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE - V16" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION & CONSTRUCTION JOINT R VARIES- 2% MAX. ~�- SEE NOTE 4 -3 BARS 0 12" O.C.E.W. OR 28 -DAY CONCRETE -4 BARS (@ 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE T CONCRETE SIDEWALK TYPICAL PEDESTRIAN V2 DIA. BOLT JOINT MATERIAL, MIN. i `•,�: �• 3/8" R � \ I � 27 MAX. I GUARDRAIL CONNECTION DETAIL \\� I �-- -� �\ \ ��- SEE NOTE 4 swl-ol 4„ �- SEE NOTE 3 \ GENERAL NOTES: -3 BARS a 12" o.G.E.W. oR� STTRENGTRENGT CONCRETE SIDEWALK CONTRACTION JOINT STRENGTH= 3000 psi ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION '4 BARS Q 18" O.C.E.W. (4" THICK MIN.) SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. SEE FINISH NOTE IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 6' CONCRETE SIDEWALK APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CONCRETE SIDEWALK SW1-02 ' SW1.00 C R 3'-0" MIN. _ ^< 5'-0" i =VARIES-''. *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: 4"x4"x3/16" STRUCTURAL STEEL TUBING FULL WIDTH AND DEPTH OF CURB RAMPS SHALL AVF A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTL 27 MAX. \ 8' O.C. MAXIMUM ' B' O.C. MAXIMUM • ! - -12" O.C. l SEE NOTE 4 i r CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES, WARNING SURFACE SHALL BE DARK RED IN COLOR, 1 CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. It II !I 11 I 'I I I II li I _r ' -3 BARS o 12" O.C.E.W. OR \\-28-DAY CONCRETE WARNING SURFACE SHALL BE DARK RED IN COLOR. 0.00:00000c :6'0.0.0:0 a o:o c I si -4 BARS 0 18" O.C.E.W. STRENGTH= 3000 p 50(4" H`11111'� TRAVEL WHEN ENTERING THE STREET. THICK MIN.) SEE FINISH NOTE 6" O.0. \_4"x4"x3/16" i 11==T \L4"x2"x3/16" STRUCTURAL STEEL TUBING Z\ ++ DIAGONAL CURB RAMPS WITH FLARED SIDESI SHALL HAVE AT LEAST A 24" LONG SEGMENT 5' CONCRETE SIDEWALK STRUCTURAL N *+ DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE STEEL TUBING V'x1'x3/16" STRUCTURAL STEEL TUBING \ DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE _ _ _.`�-SEE-CONNECTION DETAIL T OF THE CURB RAMP AND WITHIN THE / Y 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE MARKED CROSSING. / Lam• ' r5 6„ .:. JI (.�.. SAWED FORMED, 1/8" TO 3/16" SEAL WITHH EXPANSION ,' 6'-O" -VARIES= ; TYPICAL PEDESTRIAN V2 DIA. BOLT JOINT MATERIAL, MIN. i `•,�: �• 3/8" R � \ I � 27 MAX. I GUARDRAIL CONNECTION DETAIL \\� I �-- -� �\ \ ��- SEE NOTE 4 swl-ol 4„ �- SEE NOTE 3 \ GENERAL NOTES: -3 BARS a 12" o.G.E.W. oR� STTRENGTRENGT CONCRETE SIDEWALK CONTRACTION JOINT STRENGTH= 3000 psi ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION '4 BARS Q 18" O.C.E.W. (4" THICK MIN.) SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. SEE FINISH NOTE IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 6' CONCRETE SIDEWALK APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CONCRETE SIDEWALK SW1-02 DETECTABLE WARNING SURFACE !-_j WP o ¢ w LANDING * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: C * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: I FULL WIDTH AND DEPTH OF CURB RAMPS SHALL AVF A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTL o. o:0 0 0 0 o p �4" MAX, FULL WIDTH AND DEPTH OF CURB RAMPS SHALL H LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY l CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. WARNING SURFACE SHALL BE DARK RED IN COLOR. STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES, WARNING SURFACE SHALL BE DARK RED IN COLOR, 1 CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED and Usual _r ' 0:006o.00o:c WARNING SURFACE SHALL BE DARK RED IN COLOR. 0.00:00000c :6'0.0.0:0 a o:o c I 2,eSs22.225 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 6' SIDEWALK= TRAVEL WHEN ENTERING THE STREET. 5' SIDEWAL - f 4' SIDEWAL11- - • - ++ DIAGONAL CURB RAMPS WITH FLARED SIDESI SHALL HAVE AT LEAST A 24" LONG SEGMENT i0d **DIAGONAL CURB RAMPS WITH FLARED SIDES V N *+ DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE SIDE FLAP SHALL HAVE AT LEAST A 24" LONG SEGMENT / F OF STRAIGHT CURB LOCATED ON EACH SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. OF THE CURB RAMP AND WITHIN THE / Y 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE MARKED CROSSING. / AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MARKED CROSSING, (TYPICAL) 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. TxDOT MAINTAINS A LIST OF QUALIFIED DETECABLE WARNING MATERIALS, 25'R_ 25'R.,,, / MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL `/• CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. CROSS SLOPE NOT TO EXCEED 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS CROSS SLOPE NOT TO EXCEED 21 OR BE LESS THAN 17 ON ANY / 25' R... / ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 27 OR BE LESS THAN 1% ON ANY ` / 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER PORTION OF RAMP OR TRANSITION CROSS SLOPE NOT TO EXCEED ,�• PORTION OF RAMP OR TRANSITION TO STREET 25'R. 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET / 25' R- 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. TO STREET \ 25'R.. \ i. a5 Latm;Ic s•x \ PROPERTY LINE --7 - qL "� J- - � � ON' PROPERTY LINEi 1 5'XJ LarcD°'•A `, CURB HEIGHT PROPERTY LINE i \ VARIES (TYP) • �•a� T - - - - - - -- _ • i (l I Il 4'RAMP \ I _� s�4q(•$i{7f^si' ,,. ,`'�� --r-----'-'-•RAMP?'1 4 III 4 ` WIDTH n�' `+* DTH 4' RAMP s� ,; ) WIDTH r r�`Cs� i' +* I 5' SIDEWALK F�� i\ \ 4' SIDEWALK VARIES '`\C�' f�E tea\ VARIES 3, **\ . II * + DETECTABLE= VARIES 4'ow / W SIDEWALK \� ���\ _ _ - - - _ WARNING_ _ _ _ ; SURFACE )i �. DETECTABLE= WARNING_ ** \� BACK OF CURB _ _ _ _ _ SURFACE / - - - - \ CURB HEIGHT BACK OF CURB `CURB HEIGHT �-DETECTABLE VARIES (TYP) VARIES (TYP) BACK OF CURB WARNING SURFACE COMMERCIAL 6' SIDEWALK .AMBULATORY RESIDENTIAL Y SIDEWALK AMBULATORY RESIDENTIAL T SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-00 SW3-02 SW3-01 *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: I � * SUPGACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: FULL 4lIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A ' I 1 * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: p FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I ;' (. FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY I i CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES, WARNING SURFACE SHALL BE DARK RED IN COLOR. WARNING SURFACE SHALL BE DARK RED IN COLOR. WARNING SURFACE SHALL BE DARK RED IN COLOR. f I ' / / 25'R. 25'R... ; CROSS SLOPE NOT TO EXCEED 25' R.,• / ;• CROSS SLOPE NOT TO EXCEED \� CROSS SLOPE NOT TO EXCEED I 27 OR BE LESS THAN 17 ON ANY �� 1' 1 2% OR BE ESS THAN 1'/. ON ANY 27 OR BE LESS THAN 1/. ON 94Y / y 1 PORTION OF RAMP OR TRANSITION / 1 PORTION OF RAMP OR TRANSITION' \ ` PORTION OF RAMP OR TRANSITION 1 TO STREET TO STREET TO STREET 1 25' R.\ , . 25'R..\ \. 25'R.\ ' i' / S'RS •. 'I' 'i PROPERTY LINE LANDING / ' .i Ii � '\ PROPERTY LINE � � ✓ / LANDING5'X5 ' 1 PROPERTY LINE / aryo* a•. / lam_ ,�`�\'?iA* I •_ - - - - _ ---- 4' RAMP jsr ^:; _ - ` III - 4' RAMP J W1DTH I I III 4' RAMP I WIDTH WIDTH VARIES �";:;)iS go ,E;i VARIES 6 VARIES••.' 2'MIN. CURB ALIGNED r WITH CROSSWALK !• r 5' SIDEWALK 2' MIN. CURB ALIGNED •1' 1 i I WITH CROSSWALK i ! i' . i 2' MIN. CURB ALIGNED i I' WITH CROSSWALK W SIDEWALK 1 6' SIDEWALK i I v' ( I ., i \ II 3 I .t II y1 11 DETECTABLE WARNMG---- - - - - -- _ DETECTABLE -- --- WAPRIN-0--------` i - - - - DETECTABLE - - - - - - - _ WARNING SURFACE SURFACE I SURFACE COMMERCIAL 6' SIDEWALK AMBULATORY RESIDENTIAL 5' SIDEWALK AMBULATORY RESIDENTIAL T SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-03 SW3-04 SW3-05 DETECTABLE WARNING SURFACE 6" MIN. '�_ FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 !-_j WP o ¢ w LANDING DETECTABLE WARNINGS C C : W Wc_r 1 _ CL I- o _ I r, o. o:0 0 0 0 o p �4" MAX, o z 6 0 0 0.0:0 0.0" o AND USUAL l 000000.000 600:000000 oo'0000000:'' 6" MIN. '�_ FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 Detectable warning surface (Domes to run parallel to pedestrian travel) --(Typical) flare (Typical) - 6" min �� Face of 10" max curb SW2-01 C5' C o DETECTABLE WARNINGS C C : Landing I _.a v v v CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION a ' L v'ov 1 P THAT WILL MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE 1. ALL SLOPE S ARE MAX MU LLO v CL 6 1 STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED 4" Max DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED and Usual _r ' 0:006o.00o:c o d 0.00:00000c :6'0.0.0:0 a o:o c N „ E 2,eSs22.225 Detectable warning surface (Domes to run parallel to pedestrian travel) --(Typical) flare (Typical) - 6" min �� Face of 10" max curb SW2-01 C5' x 5' DETECTABLE WARNINGS C LANDING GENERAL NOTES I CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION a ' L > 4 F THE TEXAS ACCESSIBILITY TANDARDS (TAS). THE .29 O E EASS 1 P THAT WILL MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE 1. ALL SLOPE S ARE MAX MU LLO v CL 6 1 STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED O CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2, LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 27 SLOPE IN ANY M IW DIRECTION. I U 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN a, TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. f 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING i0d SURFACE FOR EACH CURB RAMP TYPE. N IL SIDE FLAP SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. 1:10 SLOP PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE MAX. AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §68.102. (TYPICAL) 1 ( , �- Face of (TYPICAL) 4' RAMP WIDTH I (TYPICAL) I curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES F� GENERAL NOTES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION > 4 F THE TEXAS ACCESSIBILITY TANDARDS (TAS). THE .29 O E EASS 1 P THAT WILL MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE 1. ALL SLOPE S ARE MAX MU LLO SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED O CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2, LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 27 SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING Q SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. TxDOT MAINTAINS A LIST OF QUALIFIED DETECABLE WARNING MATERIALS, B. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. 1i-- 2" 1 yel. r 2%' r. . C 00 O O -1' a d u Landing 4"1 00 O O 2" o m 4" Max DETECTABLE WARNING PAVER and Usual / N� A GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 --PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET Detectable warning paver with truncated DETECTABLE WARNING PAVER WITH dome surface EXPANSION JOINT TRUNCATED DOME SURFACE AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS Side flare (TYp) CONTROL JOINT PERMISSIBLE (Typical) ,.Face of curb TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED OR BE LESS THAN 11 N ANY 2% OR BE LESS THAN 11 ON ANY P'/. PORTION OF RAMP OR TRANSITION / PORTION OF RAMP OR TRANSITION TO STREET TO STREET % i` / PROPERTY LINE / PROPERTY LINE i• - - - DETECTABLE WARNING _._- � •h '� •)• DETECTABLE WARNING T;• ' i SURFACE 7 SURFACE I "r -6' SIDEWALK -"- �' 5' SIDEWALK 4' MIN. RAMP I- > * 1 VX M of RAMP* f� �3! 1:12 SLOPE MA) I' BACK / OF CURB 22 EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH CAP 0 12" O.C. (COATED W/HEAVY GREASE) COMMERCIAL 6' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES SW4-00 1:12 SLOPE MAX. 3' /- BACK •I' OF CURB I EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH CAP @ 12" O.C. (COATED W/HEAVY GREASE) i� 6' MIN. COMMERCIAL 5'SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES S IN. 4" No. 3 REBAR AT 18" (MAX,) ON -CENTER BOTH WAYSTOAAPPLICAB ER SPECIFCATCONFORM SPECIFICATIONS SECTION A A SW2-03 CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET PROPERTY LINE _-DE ECTABLE WARNING ), ` i , SURFACE )•) ,1. ( _F ___ \, 4' SIDEWALK 3' MIN. I RAMP* � \ i 1:12 SLOPE MAX.\�\ EXPANSION JT. & )• ,( SMOOTH DOWEL BAR, 4 1/2" DIA. X 16". WITH BACK , ' I CAP D 12" O.C. I OF CURB (COATED W/HEAVY GREASE) i I I^ 6' MIN. RESIDENTIAL 4' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES SW4-02 CITY OF BRYAN The Good Life, Texas Style.` DRAWN BY: C.L.M. )A!E: 01-01-07 SCALE: N T S APPROVED: W. P. K. FIGURE: a %V SHEET 1 OF 1 O F� T W O V1 U 44O T T T Q O Col.) T Q ■ Q I� Col.) CITY OF BRYAN The Good Life, Texas Style.` DRAWN BY: C.L.M. )A!E: 01-01-07 SCALE: N T S APPROVED: W. P. K. FIGURE: a %V SHEET 1 OF 1 O W O U 44O U CITY OF BRYAN The Good Life, Texas Style.` DRAWN BY: C.L.M. )A!E: 01-01-07 SCALE: N T S APPROVED: W. P. K. FIGURE: a %V SHEET 1 OF 1