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HomeMy WebLinkAboutSP2014-900021 (2)LEGEND Q Electrical Manhole + TBM Fire Hydrant Telephone Manhole © Gas Manhole Telephone Pedestal ® Gas Meter Traverse Point V Guy Anchor Water Meter o Iron Pipe Found a Water Valve o Iron Rod Found 0 Blackjack Tree o Iron Rod Set H Cedar Tree Light Pole d Elm Tree o- Power Pole Sewer Clean -Out 9 Mesquite 0 Sewer Manhole Pine Tree Sprinkler Head 0 Post Oak O Storm Drain Manhole Water Oak Tree JL Street Sign +95.0 - Station 309.1 - Top of Curb Elevation SD1.01 Proposed Drainage Structure No. WA1.01 Indicates Proposed Water Structure Identifier S1.01 Indicates Proposed Water Service Line Number SE1.01 Indicates Proposed Sewer Structure Identifier SS1.01 Indicates Proposed Sewer Service Line Number •► Ambulatory Ramp Prop. Handicapped Parking Sign ® Straw Bale Barrier Inlet Protection Prop. Drainage Structure w/Culvert Inlet Protection _ Prop. Inlet / Storm Drain 14 Drainage Flow > > > - FL Drainage Ditch � • • •�— • �`— Indicated Drainage Flow w/Straw Bale Barrier Straw Bale1 - • - • - • - - ® Prop. Hose Bib P Pipeline �— — Gas Line — — — —T— Telephone Cable - — — — Fo- Fiber Optics Cable OE of Overhead Electrical Line —uE— Underground Electric Line - — — —uu- Underground Utilities 8S — — Ex. Sewer Line w/ size 8S 8s Prop. Sewer Line w/ size 8w— — Ex. Water Line w/ size —8W 8W-:�z Prop. Waterline & Fire Hydrant —SF—SF—SF— Prop. Silt Fence %= --- 224 Ex. Ground Contour Line - 224 Prop. Finish Grade Contour x x Wire Fence Chain Link Fence Pipe Fence w/ Cable -- -- Subdivision Boundary - - - - Prop. R.O.W. Line - - - - - - - - - Easement Lines ABBREVIATIONS BC BUILDING CORNER f PLUS OR MINUS BM BENCHMARK PC POINT OF CURVATURE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURVATURE q CENTERLINE PCC POINT OF COMPOUND CURVATURE CMP CORRUGATED METAL PIPE R PROPERTY LINE CONC. CONCRETE PROP. PROPOSED A DELTA PT POINT OF TANGENCY 0 DIAMETER P.D.E. PUBLIC DRAINAGE EASEMENT DIA DIAMETER P.U.E. PUBLIC UTILITY EASEMENT DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE ELEV. ELEVATION R RADIUS E.O.P. EDGE OF PAVEMENT R.O.W. RIGHT OF WAY EX. EXISTING SD STORM DRAIN F.F FINISHED FLOOR SF SQUARE FEET F.H. FIRE HYDRANT SS SEWER SERVICE 1E FLOW LINE S.Y. SQUARE YARD FT. FOOT (FEET) STA. STATION GALV. GALVANIZED STD. STANDARD H.P. HIGH POINT SW SIDEWALK HGL HYDRAULIC GRADE LINE TBM. TEMPORARY BENCHMARK IN. INCH TC TOP OF CURB L.F. LINEAR FEET TG TOP OF GRATE L.P. LOW POINT TI TOP OF INLET MH MANHOLE TMH TOP OF MANHOLE MIN. MINIMUM TP TOP OF PAVEMENT MISC. MISCELLANEOUS TS TOP OF SIDEWALK NG NATURAL GROUND TEL. TELEPHONE N.T.S. NOT TO SCALE VPC VERTICAL POINT OF CURVATURE OC ON CENTER VPI VERTICAL POINT OF INTERSECTION OCEW ON CENTER EACH WAY VPT VERTICAL POINT OF TANGENCY O.D. OUTSIDE DIAMETER WS WATER SERVICE P ' OPOSED SITE A D UTILITY IMP ' OVE E T TRADITIONS MONTESSORI SCHOOL SI6TdFAIIPLAN C • @@1 E LAATIO N = KAMLIM nelU T TE A 'pe Mom mi. NowL�T014 }y °�. it E: �! f w It E o Victoria Ave . Renee Lan I I l t_.!I t fit �.`:.� it a .I;.. I1 i1 ''GO it i O t 1f g("� I PROi.POSED _�.. SITE — State Highway 40 �7 4rr�ac�o�oo�� G�]or��c���orro �c�G�ooO VICINITY MAP C�o00c�gc� o�g4���7�7�34� Qg�gD C���3�3�00 or�Qc�aor�gD�aaec�gong9 Oc�c�o � 00�3 Mooc�c�r�c��[� Drrodc�g �ao�cn � 0�3 C�o��c�gc� �4�at�oo�g 4c�tt�a� �i7�34� qOTOD 00�3��38�3�3 TRADITIONS MONTESSORI SCHOOL 2.96 Acres Out of Robert Stevenson Survey A —54 COLLEGE STATION, SRAZOS COUNTY, TEXAS APR/L 2014 SCALE- 1 "-20' Engineer: Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 979-693-8500 Firm Reg. No. F-458 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER ADJUSTMENT RINGS AND CHIMNEY OR CORgEUCONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT. 1 BASE THICKNESS 0-12------------8" 12 AND OVER - - - - - - - - - 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT- - - - - - - - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR - ASTM D 698 S. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STD. DUCTILE IRON MANHOLE C AND FRAME (30" DIA. OPENING) OR EQUAL MANHOLE DIA. MAIN SIZE 4 FT <181n. 5 FT Z181n. <301n. 6 FT 2361n. 12" MAX. '----SEE NOTE 1 CLASS "A" CONC. 3000 PSI IN 28 DAYS VARIES VARIES (SEE TABLE) _ PLUG VARIES 9„ 6" Mtf f: < �- BACK FILL AROUND MAXI MH SHALL SEAS PER NOTE 4 112 I� 2'-0" MIN INVERT= UP TO 24". SHALL BE WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACEMANHOLE SEE NOTE 7 SEWER SIGN M�NNOU MANHOLE SIGN N (SEE DETAIL S5-02) 6'-0" STD. DUCTILE IRON MANHOLE 3' MIN. COVER AND FRAME (30" DIA. OPENING) OR EQUAL 12"MAX. SEE NOTE 1 • > T-0" PRECAST REINFORCED 2'-6" CONC. MANHOLE SECT. o • .,o ASTM DES. C478 j 8' GREEN, HEAVY DUTY, BACK FILL AROUND MH 3 WING CHANNEL POST SHALL BE AS PER NOTE 4 VARIES 5"MIN. (SEE TABLE) RUBBER -GASKET JOINTS W/ MORTAR SEALANT INSIDE AT ALL JOINTS MAX PLUG F6"MIN. 112"I� METER OF PIPE IND LARGER • +` DEPTH INVERTS. BASE #4 BARS BENT 0 90A AND TIED TO WALL AND BASE. WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, /04BARS, 8" O.C.E.W. DR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PIE�CAST MANHOLE STANDARD MANHOLE S1-00 ORIGINAL GROUND OR BOTTOM OF SUBGRADE NOTES: QA SELECT NATIVE MATERIAL 2, 1. FORBEDD/NGANDTRENCN/NGW/NTH/NALLEX/ST/NGPAVEDAREAS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF :: ..."•. QA SELECT MATERIAL SEEOETA/LSFOR OPEN CUTSTREETS (Details ST4-00, ST4-Oi ST4-[S2). ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) THIS NOTEDOESNOTAPPLYTOSTREETS BEING RECONSTRUCTED. INCHES IN THE LARGEST DIMENSION), COMPACTED TO A ]t- QA SELECT MATERIAL �- O CEMENT STABILIZED 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSIIAWWA STANDARDS FOR PVC PIPE. MINIMUM OF90� OF MAXIMUM DENSITY A5 DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 8"-12"MAX. ® (MANUALLY SAND 8"-12"MAX. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN OPTIMUM TO 4 o OF OPTIMUM UNDER NON-STRUCTURAL / AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A � � CONSOLIDATE AT OPTIMUM U ©( O S LI Y E ?: ACCORDANCE TO ANSI/AWWA C150/A21.50. MINIMUM OF 98%OF MAXIMUM DENSITY A5 DETERMINED % ;?;:' MOISTURE)OTUIRM " 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. BY ASTM D698 (ISSTANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +Q% OF OPTIMUM UNDER NEW STREET AREAS 6" BELOW . PIPE BELL 6" BELO 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. AND STREETS TO BE RECONSTRUCTED. O.D. J PIPE UNDISTURBED SOIL PIPE BELL O.D. UNDISTURBED SOIL ® GRANULAR MATERIAL O.D. PIPE L O.D. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN.112" MAX. PLACE METAL DETECTOR 6" MIN./12" MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD IN TAPE AT A MIN MINIMUM OF 24" LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: ABOVE TOP PIPE MAXIMUM LIQUID LIMIT 45 MAXIMUM INDEX is MAXIMUM PER EICITY T PASSING NO.200 SIEVE 35 NON-STRUCTURAL AREAS TO BEPAVED MINIMUM PERCENT PASSING 3/4" SIEVE 100 AREAS OR STREETS TO BE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECONSTRUCTED © CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE S 1-01 NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3, FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. RESPONSIBLE R SUPP R EXISTING SEWER DURING INSTALLATION OF 4. CONTRACTOR SHALL BE FOR SUPPORT OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH, 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. PIPE O.D. PLUS 4" PERIPHERAL STARTER" HOLES (SEE NOTE 1.) / 111 OPENING CREATION DETAIL r PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. 'RETE :K 1 MANHOLE CONNECTION DETAIL B MANHOLE SECTION MIN. 24" BETWEEN CUT-OUT AND REMOVE INVERT AS REQUIRED MANHOLE CONE. AND NEW INVERT FOR NEW EXISTING SEWER FILL-IN BETWEEN DOG HOUSE LINE. NEW INVERT SHALL FORM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH HAVE SMOOTH TRANSITION INTO EXITING INVERT- REWORK 1"/FT. NEAT AND SMOOTH. NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED EXISTING INVERT AS REQUIRED. BASE MAINTAINING INSIDE MANHOLE --- WALL SHAPE. NON -SHRINK GROUT DIAMETER MINIMUM 3 - 2-1/2"XB"X16" VARIES Z a , . CONCRETE BLOCKS. (TYPICAL) 2" CLR. NON -SHRINK e� r. '•:+. • •+••:.'t••-• B" OF GRANULAR BEDDING 1'-0"-PLASTICADHESIVE SYNKO-FLEX PREFORMED (TYP•) GROUT NEW INVERT WATERSTOP, OR APPROVED PIPE O.D_ 93 REBAR (14" LONG) AND EQUAL. (SEE NOTE 3.) PLUS 18" 1 EMBEDDED EPDXYED INTO MANHOLE MANHOLE P - P TECONX MANHOLE ADAPTER WATERSTOP-PIPECONX WALL 3". (SEE NOTE 2.) PIPE O.D. SEAL, OR APPROVED MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. PLUS 18" EQUAL. (2 REQ'D) (2 REQ'D) CITY OF COLLEGE STATION 1 CONNECTION DETAIL SECTION VIEW 1 CONNECTION DETAIL SECTION VIEW 6.1 B.2 GRAVITY SEWER DOGHOUSE MANHOLE STANDARD MANHOLE TIE-IN S3-00 S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. CEMENT STABILIZED 12" SAND AS SHOWN 12" VARIES •�' CEMENT STABILIZED 3" SAND AS SHOWN 4yl ■ 3" :;i..� VARIESfi1�;.'r': A VARIES : ". A ,� _ •+� VARIE '' I - I.3•SIZE X SIZE WYE SIZE X SIZE WYE 45° BEND 45° BEND SEE BASE-• NOTE FOUNDATION #4 BARS, 8" O.C.E.W. - DEPTHS MANHOLEOA APTER SEAL, NOTE: GREATER THAN 12 FEET WILL R APPROVED EQUAL. REQUIRE 2 MATS OF REINFORCING (22REQ'D) STEEL IN THE BASE CITY OF COLLEGE STATION OUTSIDE DROP MANHOLE ONLY ALLOWED FOR MAINI.t1VECONNECTIONS (6'AND LARGER SEC7T0NA -A SEMONA A NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. STANDARD CLEANOUT ANDARD CROSS 4- STANDARD CROSS 3" IES 1 A - VARIES', - 3" � t :` 3" M 900 BEND AkIE 90° BEND SEE 6" MIN. NOTE BASE i- FOUNDATION #4 BARS 8" O.C. E.W. - DEPTHS WATERSTOP-PIPECONX GREATEk THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE OR APPROVED EQUAL. BASE (2 REQ'D) CITY OF BRAYN OUTSIDE DROP MANHOLE ONE YTVHENAPPROT DBYC=EIVGINEER S2-01 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4'. 3. CONTRACTOR SHALL CONSTRUCTE CONCRETE E R T PIER TO A MINIMUM IMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PLAN PIER DIA. AS SHOWN ON PLANS SECIZONA A TIES #4 BAR HOOPS, 12" O.C. 3" CLEARANCE MININMUM PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE 8" GALVANIZED STEEL LAYER OF TAR PAPER pR BOLT SECU[(�p TO TO PREVENT BONDING CAL REINFORCEf STEEL xw wWo A A = O �VW 0� VERTICAL STEEL AS PER TABLE U #4 BAR HOOPS, 12" O.C. O • x CZ d. •. � W V, pp R p g� z00 x UNDISTURBED EAIRTH O E `! x INTO HOL m q, TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER :[*SIP MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH GROUT NEW BENCH TO SPRINGLINE ARD TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL GRADE RINGS FOR -may ADJUSTMENT TO FINISH GRADE AS PER DETAIL S1-02 -NOTE 1 PRECAST FLAT -TOP LID ---/ - c BACK FILL AROUND MH J t SHALL BE AS PER ' DETAIL S1-02 - NOTE 4 GROUT PVC PIPE SIZE EQUAL TO-�_ INCOMING PIPE SIZE 45° ELBOW (TURN W/FLOW & GROUT IN PLACE) MATCH TOP OF ELBOW SOFFI WITH TOP OF SOFFIT OF THE LARGEST PIPE IN MANHOLE NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE PEP (� PLAN SEWER INFLUENT PIPE I18'•MAX ' T'T• I (4' MIN.) 51NCH THICKNESS I (MIN) - �USE RAM -NECK A PIROVED EQUAL J_-PVC IN JOINTS I CROSS j1-3/4" STAINLESS STEEL BANDS -118" THICKNESS TYP) W/ 518" STAINLESS STEEL BOLTS W/EXPANSION ANCHORS (TYP) #4 BARS, 8" O.C.E.W. tr:::.• CITYOFBRYAN- DROP MANHOLE TO BE USED ON LINES UP TO 12"INSIZE CITY OF COL ECESTA77ON-DROP MANHOLE TO BE USED ON LINES UP TO 4'INSIZF, 52-02 33-114" DIA 2" [51mm] LETTERING [845mm] LETTERING STYLE: BOOKMAN OLD STYLE 32-3116" DIA 2" [51mm] LETTERING _ERING LETTERING STYLE: [818mm] f 1-9116" �q (2) PICKBARS ID �f BOOKMAN OLD STYLE 114" [6mm] DIA [40mm] (2) PICKBARS NEOPRENE GASKET 4-1/2" [114mm] V D 7/16" ® [51MM] [51MM] [11mm] [762mm] I [6mm] atYnE BRrnN [65mm] Ih'33[862mm] IA-~11 [1-035 ml] 2" [j51mm]] LETTERING 2" [51mml LETTERING FRAME SECTION LETTERING STYLE: I7j �L'j�J LETTERING STYLE: BOOKMAN OLD STYLE BOOKMAN OLD STYLE MACHINED SURFACE 32" DIA �1813 mm] 5181 1.1/2" L- [16mm] 138 mm] 2-7/16" [62mm] 7/8" [22mm] [73 mm] R 1-3/4" 1 "RIA X 4" LG [R44mm1 H. .S. ROD COVER SECTION PICKBAR DETAIL 11 it NOTE: CITY SPECIFIC SANITARY SEWER BOTTOM VIEW. STANDARD MANHOLE LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO OF COVER RING AND COVER BE USED ON PRIVATE SEWER SYSTEMS. DUCTILEIRON V-1432-3 S4-01 13116" 3-13/16" 38" DIA 30-3/4" 3/4" 20mm 96mm [114" DI NE (6mm) DIA 250" [781 mm]DIA. [20mm 1 [ ] 32-1/4" DI NEOPRENE GASKET [6mm] 180" ID OF GROOVE [819mm] gp DI 1-112" 4" [5mm] 1112" 2-718" 762mm [38mm] 102mm] [13mm] [2 7/8n] [73mm] [ BOLTHOLESECTION 2 1-314" 1" (25mm)) DIA. �_ 32-5(16" DIA i�t [R44mm] X 5112- [140mm] [821 mm] 1-1/2" __kGASKET AMI TIINE GROOVE LG STEEL ROD �. - 33-11/16" DIA [38mm] DETAIL 30" DIA MR 1 2" MCK, DETAIL [621mm] 114" (6mml DIA.GROOVE FOR [762mm] l�3�mm] FjL4MESECTI0N PNEOPRENEGASKET 2-7/8' • 1888 MACHINED SURFACE 2" [51mm1 LETTERING [73mm] Bookman Olds tyt E COVER SECTION 2� 51 pptt L c RECESAb FLUSHED (4) 5/8"-11 NC X 2" LG (4) 5/8"-11 NC X 2" LG N ,q HEX SS CAP SCREWS E(jE �- H SS CAP SCREWS & NARROW ZINC PLT. ��. qj, & NARROW ZINC PLT. & o 0 & RUBBER WASHERS O i RUBBER WASHERS If I 4" [ 1mm] 4" ° V 2 [51mm] [102mm] ® [102mm] ® °+ WYMBRYAN uit~ R dnV 1( I[ \-••PICKBAR " 2" [51mml LETTERING 2" [51mm) LETTERING (2) PLACES RECESSED FLUSH LETTERING STYLE: PLAN VIEW B07T007 VIEW Bookman Old Style CITY SPECIFIC SANITARY SEWER WATER TIGHMANHOLE RING AND COVER LIDS TO BE USED FOR PUBLIC T' SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER DUCTILE IRON V-2432-3 S ,t -00 SYSTEMS. S 4-02 t z o HCeD w w x c.7 w o v' a z � � Q z � x � w� CITY OF BRYAN The Good Life, Texas Sty1C." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 2 NOTE: GENERAL NOTES: - -' --� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS I 1 4 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. I 28-DAY CONCRETE ot) IS DEEPER THAN 5 FEET FROM FINISHED GRADE. COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN STRENGTH = 2000 sl BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE -28 DAY CONCRETE OF STEEL, SIZED AS NOTED STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN AND PAINTED WITH TWO (2f ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 3. EXTENSIONS SHALL BE A MINIMUM 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9• HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 241NCHES ABOVE NEAREST FINAL APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL f7n A AWWA C900 J PRESSURE PIPE 14 ga. INSULATED COPPER TRACER WIRE SUPPRESSION LINES FROM PUBLIC S. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER STANDARD FIRE HYDRANT VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPI 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & W EXTENSION WITH A� CENTERING COLLAR. �A CITY'S ACCEPTANCE OF WORK. AS REQUIRE 6•• A TERMINATE 4' TO 5' FINISHED GRADE FROM TOP OF BOX. _ - -f BURY LINE AS EQ D ARIE 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. 6" STD. TERMINATE 4' TO 5' a GATE VAL E BOX. Iv- WITH SS OL S (SEE NOT 8) 6" D.I. OR C909 PIPE gF�RpOMGTgOTPEOOF W/StAINLESSLVE a 6" MJ ANCHOR STEEL BOLTS COUPLING CON RETE BLOCKING PEA GRAVEL -FILL PVC OR D.I. PIPE TO 1 FT. ABOVE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX W1-00 2" SQUARE x 2" HIGH OPERATING NUT MN VALVE OPERATING NUT EXTENSION 5" DIA 1/8"MIN x THICKNESS STEEL PLATE w/ 90° CUT-OUT 1" DIA STEEL ROD SQUARESOCKET 2" DIA INSIDE 2114" DEPTH TWO 318" SET SCREWS ON (1/8- MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION WEEP HOLE THRUST BLOCK OR TAPPING EEVE & VALVE BLOCK USING 12"x12"x4" AS REQUIRED MECHANICAL JOINTS WITH SET SCREW I PRECAST CONCRETE RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS OPTIONAL (ROTATE TO FINAL GRADE) IOf>' le 24"X24"X6" 1 28-DAY CONCRETEp (� I. WITH #4 BAR AROUND ALL VALVE BOX. A VIEWA -A STANDARD FIRE HYDRANT GATE VALVE WNALVE BOX NE S REQUIRED + 1' MIN. NG ME AS 1 REQUIRED � i ANCHOR 90° BEND GATE VALVE WNALVE BOX z z STANDARD FIRE HYDRANT 3 + LL O x FIRE HYDRANT LOCATION REALIGN AS NEEDED STANDARD FIRE HYDRANT ASSEMBLY Wl-o2 TRAFFIC RATED Ic REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION OR TRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVEL -7,; � 11 V / 24"x24"x8" 24•• CONCRETE PAD M i , METAL (STD.) DETECTOR TAPE I IV ­ METAL DETECTOR TAPE 48" MIN. 14ga SOLID TRACER WIRE SHALL END . COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE a<TRACER WIRE MUST BE INSTALLED DEAD END - DIRECTLY ABOVE THE PIPE. W 1-01 UTILITY PIPE LOCATION MATERIALS ( F:i: ail �11�i1s NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR AND ON ALL VALVE SIGN POSTS. WgRNING SIGN MAIN LINE SETSCREW A RETAINER 10. BLACK TEXT -° 2. SIGNS TO BE CONSTRUCTED -� WARNING FROM 20 GA. STEEL BAKED ON , ENAMEL FINISH. FURNISH ONE UNDISTURBED WARNING AND ONE VALVE SIGN 10„ DIRT UNDERGROUND PIPELINE AND ONE POST FOR EACH VALVE e• , / CONTACT THE CITY INSTALLED AND AT OTHER ° 24" MIN. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF END OF LINE YELLOW REPLACEMENT SIGNS AS FOR EACH WATERLINE CAP/PLUG BACKGROUND 4 INSTALLED -(OMITTING VALVE VALVE SIGN) ° .• M. J. TEE NUMBER ON OR CROSS (NOT A SEPARATE PAY ITEM) VALV 7" NO BEDDING SAND A • 2" BLACK PRESSURE N TO BE ADDED AFTER CONCRETE SLAB BASIC SIGN HAS BEEN PAINTED. NOTE: A 10"� WHITEDIMENSION .: FOR SIZE BACKGROUND v VARIES WITH WATER INE MIN. PLAN VIEW MJ PLUG PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNEL POST 4•-0• CAST IRON VALVE BOX COVER MEGALUG > yz 2' X 4' X 6" CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB i PIPE ' •... _ 6" MIN. �: �:�:=r;• ;: 4'-0" NOT GREATER THAN 4 5° L BACK FILL �9 /. AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLAND AT BEND AND !G ADAPTER OR AN APPROVED EQUAL PLUG. .p 9C ..:: ; :::;::.•.,::''' :'':'•'' ::• •:.: • �: •:; 12" MIN. o� CONCRETE SECTIONA A c. THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON 9c NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING OF ADARDDENSITYSSEMBLY BE95% STANDARD STANDARD DENSITY PER ASTM D698 IN -LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN WIS.S. HOSE CLAMP r '(ti---GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH GALV. NIPPLE REMOVE AND DISCARD M SIDES OF COPPER PIPE. AIR RELREAKER VALVE BREAKER VALVE I ��AFTER USE I MJ PLUG VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 101 Q ") SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR 2" METER BOX WITH I I I EXIST. GRADE 4•-O• CAST IRON VALVE BOX COVER OR MODEL 102 (2") CAST IRON LID I DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 I �SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". I AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY 1 I I INSTALL MALE QUICK CONNECTION &CAP AMERICAN FLOW CONTROL TRENCH ADAPTER THE ENGINEER EXIST. GRADE y OR AN APPROVED EQUAL HOT -BOX POLY ROX MODEL PHRI (I-) WITH BRASS BALL VALVE PIPEMATERIALHEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER IC 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) COPPER EXPOSED TO MAIN 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE IN TYPE "K" COPPER TUBING DETAIL ACCORDANCE WITH MAIN WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 BRASS NIPPLE 4" END OF LINE <. TAPPING SADDLE Wl CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 I W3-031 IW3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE ID In HRUS tons C ft A ft OLU E c. 4 6 8 5.1 1.5 2.5 0.3 10 12 3.5 0.8 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: USE POLYETHYLENE WRAP OR 7• METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. BEND SIZE A (ft) B (ft) C (ft) E (ft) G UP VOLUME (c•Y•) 90° 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45° 6.8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22 5° 8 8" 10,12" 1.5 2.0 1.5 12.5 1.5 11.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25° 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 10,12" 1.5 1.5 1.5 1.210.61 0.1 & PLUG TO PREVENT CONCRETE 8. LOT CORNERS SHALL BE MARKED WITH A LATH ! rr t i./ r t \/ / / • �- FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. Lu STRAIGHT BALL VALVE WI PLUG p z (2 FOR DOUBLE SERVICE) 1-112" BALLVALVE O (FOR DOUBLE SERVICE ONLY) ---4'MIN .----- - VIEW A A * FOR MATERIALREQUIR MENTSi3 DOUBLESERVICE .,-CONC. CURB & GUTTER THRUST BLOCK DETAILS 2OUR CONCRETE AGAINST CONCRETE SHALL NOT JNDISTURBED EARTH EXTEND BEYOND JOINTS FC_ TRENCH V-0" _-I C Im 1 •-0" j c! �- ,A ]coca u. vs 'iDY o rm" O POUR AGAINST UNDISTURBED EARTH TEE THRUST BLOCK TYPICAL HORIZONTAL APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 3 it y\ 3/ f! i .! ! A 12" MIN.-24" MAX. STRAIGHT BALL VALVE 2' MI . WITH PLUG 2 FOR DOUBLE SERVICE) 1 A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) `CORP STOP 1"TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE SEE NOTE 1) 1-112" BALL VALVE (FIOR1' DOUBLE SERVICE NEW WATER SERVICE (SIIORTAND LONG SIM) W 2 - 01 4' MIN. STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED SEE PIPE JOINT DETAIL W4-02 -AREASTO BE PAVED) OR EXCAVATED NEAREST BELL 2' 21 SOIL COMPACTED TO 98 /° MAXIMUM DRY DENSITY AS PER ASTM D898 WITHIN OPTIMUM TO +RU WET OF ARASOPTIMUM (SEE DETAIL W4-02 -WON-STRUCTURAL NT gY l EA END) P 1 MAX,-MAX-,6'8" TYP MAX MAX 6'8" TYP. 6'8" TYP. MAX �,.�� 1" MAX LR. THRUST BLOCK w2-00 1" MIN. CLR. _ g"TYp CARRIER PIPEJ CASING SPACER QQ G�JQ-P �� 1-PC. PULL -ON WATER yC`�' G ' TIGHT NEOPRENE END �l ON PAVEMENT AREAS .�QJ SEAL W/ STN. STL. CLAMPS "APS" OR tc�"PsP, - BIC BAND CLAMP _ ' 'SIDEWALK. NOTE: CASING SPACERS 4-RUNNER MIN. (THRU 24' DIA AT SPRINGLINE 5' 1 § CASING) OR 6-RUNNER MIN. (24"-42" DIA. CASING) STAINLESS PROVIDE 4 RUNNERS AT SSTL. TYPE304; 8" WIDE BAND W/ POLYMER RUNNERS; CENTERED BOTTOM 45° MIN OR NON -CENTERED; CLEAR BELL, FLOTATIORESTRAINEN- INC. STRUCTURAL BACKFILL AREA INSULATED; APS, MOD S918" OR"CASCADE" CASING DETAIL W2-02 -ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. 30° MAX STEEL CASING _8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND LYMER RUNNER (TYP) W2-03 NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY WNALVE BOX f�KGATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. TEE OR TAPPING MAIN. SLEEVE & VALVE VALVE AS REQUIRED ENCASEMENT ASEREQUIRED 2'-0" MIN. ENCASEMENT 2'-0" MIN. WATER LINE SHOULDER VARIES WATER LINE OPEN CUT OPEN CUT LIMIT LIMIT 5'-0" WIDTH OF PAVEMENT 5'-0" WIDTH OF PAVEMENT LAW "ILI GATE VALVE 3'-0" MIN. �-SIDEWALK MAY 3'-0" BELOW DITCH FLOW LINE. BE OPEN CUT GATE VALVE OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER ® CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING ® SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF ROCKS LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM T +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS lie ... YARDS, PASTURES, EASEMENTS AND TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO + % OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED SY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE I00 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HA10. © CEMENT STABILIZED SAND 4-00 W4-01 ORIGINAL GROUND OR BOTTOM OF SUB -GRADE NOTES: 1. FOR BEDDINGANDTRENCH/NGWITHINALLEXISTING PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2• (Deta119ST4-06 ST4-01, ST4-02). THISNOTEDOES NOTAPPL Y TO STREETS BEING RECONSTRUCTED. ® SELECT MATERIAL 2. EVERY 100 FEETPROVIDEA WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDINGONEMBEDMENT. BLOCK SHALL BE6FEET �- A SELECT MATERIAL L- ©CEMENT STABILIZED SAND 8"-12" MAX B"-12" MAX. IN LENGTH. NO BEDDING SAND IN THIS AREA. °. © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) B (MANUALLY CONSOLIDATE O 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS (\J AT OPTIMUM MOISTURE) FOR PVC PIPE. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 4 4" SHALL BE IN ACCORDANCE WITH ANSI/AWWA C1501A21.50 J PIPE UNDISTURBED SOIL UNDISTURBED SOIL I 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. O.D. O p, Imo- 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. PLACE METAL DETECTOR 6" MIN.l12" MAX. TAPE AT A MINIMUM OF 24" 6" MIN./12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE PAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NON-STRUCTURAL BY THE CONTRACTOR. AREAS OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PLATING RECONSTRUCTED PAVING OR PLACED AT THE END OF EACH WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE W4-021 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 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. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C.L.M.. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: %w SHEET 1 OF 2 NOTES: NOTES: NOTES: 1O Service saddle, SS straps, CC threads Meter box valve: 0 Service saddle, SS straps, CC threads Q5 Meter box valve: 0 Service saddle, SS straps, CC threads ©Swivel nut- C38-66-2 875-1-1/2" Installed r - - - e e manufacturer's 5 -Ford Angle Sto - BA13 342 - W 1" P Installed par manufacturer's - - P of 5 -Ford Angle Sto BA 13-444W- - Q 1" P Installed per manufacturers recommendations. All main types: _ g - - - P P bA Ford Strai ht Sto 811-444 g - - ype g p W 1" recommendations. All main types: 5A -Ford Straight Stop - B11-444W -1" recommendations. All main types: @ Brass all thread I.P.S. 1 1/2" Smith Blair 317 Smith Blair 317 Smith Blair 317 © Brass bushing IPS -1" x 3/4" ®Meter nipple - CS6-44-2-625 -1" ®Meter adapter- BBIM 66-1-1/2" 2 Corporation S o : For t d FB 1000�4- -1" Q P 2Corporation Sto :Ford FB 1000-4-Q-1" 02 0 0 0 0- 0 Meter nipple - C38-23.2-5 - 314" � P ©Meter box end lid: Old Castle meter box, � Corporation stop: Ford FB 1 0 6-Q-1-1/2" O Meter box and lid: Old Castle meter t'J3 Service tubing. Type K copper- soft-1" Q3 Service tubing: Type K copper- soft-1" Cl lid with Reader #36 @ Service tubing: Type K copper - soft -1-112" box. Cl lid with Reader #65 ® Meter box and lid: Old Castle meter box, ® Ford male adapter - C84-44-Q -1" CI lid with Reader #36 ® Ford male adapter - C84-44-Q -1" ® Ford male adapter - C84-66-Q-1-1/2" 0 Meter box valve: 5 - Ford Angle Stop - BA-11-666W-1-1/2" CUSTOMER 5A = Ford Straight Stop - B11-666W-1-112" 8 VALVE g CUSTOMER g CUSTOMER VALVE 8 VALVE 'k7 _j 6 4 5 3 4 5 g 3 B CUSTOMER VALVE g CUSTOME g CUSTOMER VALVE 3 8 VALVE 4 6 4 CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-1/211 W6-00 W6-01 W6-02 NOTES: NOTES: 1Q Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. Installed per manufacturers METER SWIVEL NUT OR NIPPLE METER recommendations. All main types: © Swivel nut- C38-77- 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN BOX Smith Blair 317 APPROVED EQUAL. ANGLE STOP 09 Meter adapter -BBIM7T-2" QZ Corporation Stop: Ford FS 1000-7-Q 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE o w (cc thread) - 2" ® Brass nipple I.P.S. - 2" x 3" INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-1/2" BALL VALVE O z ® Service tubing: Type K copper- cu - soft- 2" © Meter box and lid: Old Castle meter 4. EXISTING METER BOXES ARE TO BE REMOVED. (FOR DOUBLE SERVICE FJ- box, Cl lid with Reader #65 THE NEW METER BOXES SHALL BE OLD CASTLE. ONLY) WATER ® Ford male adaptor- C84-77-Q- 2" © Meter box and lid: Old Castle 12" METER © Meter box valve: round valve box #3RT - — - — 4' MIN.— - — - — 5 - Ford Angle Stop - BA-11-777W - 2" SA = Ford Straight Stop - B11-777W - 2" © Brass nipple I.P.S. - 2" x e" 11 CUSTOMER VIEW A A I vawE DOUBLE SERVICE 0 10 � 3 4 5 6 9 8 1 11 VALVE CUSTOMER 4gFoo ANGLE STOP �' MI WATER METER -METER BOX I METER SWIVEL NUT OR NIPPLE I A 1" NUMEX SDR-9 200 PSI PIPE 1-1/2" BALL VALVE OR COPPER PIPE (FOR DOUBLE SERVICE (2 FOR DOUBLE SERVICE) ONLY) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION W6-03 W6-04 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1 " x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 NOTES: 1 Q Service saddle SS straps, CC threads P. 6 Brass S- " Q 9 IP 1 x 3/4" installed per manufacturers recommendations. All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3/4' PP g8 Ford S70IS90 Ball valve 02 Corporation Stop: Ford FB 1000-4-1" Q9 Meter box and lid: Old Castle meter Service tubing: Type K copper- soft-1" box, Cl lid with Reader #36 4�3 Ford male adapter- C84 44-1" l� Meter box valve: 5 = Ford Angle Stop - BA13-342W - i" = CUSTOMER VALVE 5A Ford Straight Stop - B11-444W -1'• 9 CUSTOMER VALVE 9 NOTES: 1 Service saddle SS straps, CC threads Q P� Installed per manufacturers recommendations. All main types: Cambridge 800 Series or Ford S70IS90 9 O2 Corporation Stop: Ford FB 1000-4-1" 0 Service tubing: Type K copper - soft-1" 4 Ford male adapter- C8444 1" 5 Meter box valve: 5 = Ford Angle Stop - BAA3-444W -1" 5A = Ford Straight Stop - B11-444W -1" SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. NRS FLG GATT VALVE (TYP-2) FLG. COUPLING wIFLG..�SPOOL f�l 1111 SENSUS C2 OMNI- FLG TEE-j TOUCH READ 1000 (TYP-2) GALLON w/STRAINER PLAN VIEW CONCRETE LID W/ 36"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MODEL SIZE L1 W1 H1 WEIRGSHT DMC-CS3 3" 8'-8" V-0" 4'-6" 12.000 DMC-CS4 4" 8'-8" W-0" 4'-6" 12,000 DMC-CS6 6" 11'-0" 6'-0- 4'-9" 12,000 NRS GATE VALVE (TYP -2) MFG: PARK EQUIP. CO. MODEL: DMC-CS 1 APPROVED 3" OR LARGER COMPOUND METERS. VAULTS & MATERIALS 1frROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT WI ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. mcc DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE E3 DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL PIPE SUPPORT P GRAVEL BED 12" SQ SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN ELEVATION VIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY SPP Meter nipple - C38-44-2-625 -1" Ball valve 9 Meter box and lid: Old Castle meter box Cl lid with Reader #36 CUSTOMER VALVE CUSTOMER VALVE 9 NOTES: 1 Service saddle SS straps, CC threads P� Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S70IS90 SCorporation Stop: Ford FB 1000-6-1-112" 3 Service tubing: Type K copper - soft-1-1/2" ® Ford male adapter - C84-66-1-112" Q5 Meter box valve: 5 = Ford Angle Stop - FV-43-666W-1-112" 5A = Ford Straight Stop - B11-666W-1-1/2" U76 Swivel nut- C38-66-2-875-1-1/2" 7 Brass all thread I.P.S.-1-112" 8 8 Meter adapter - BBI 66 -1- M t t M 112" P 9 Motor box and lid: Old Castle meter to t box, Cl lid with Reader #65 ® Ball valve CUSTOMER VALVE CUSTOMER VALVE CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP- 3/411 STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-1/2" W7-00 W7-01 W7-02 NOTES: 1O Service saddle, SS straps, CC threads ® Swivel nut- C38-77 - 2" Installed per manufacturers recommendations. All main types: Cambridge 800 Series or 0 Meter adapter - BBIM 77 - 2" Ford S70IS90 ® Brass nipple I.P.S. - 2" x 3" Q2 Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid: Old Castle meter 0 Service tubing: Type K copper - cu - soft- 2" box, Cl lid with Reader #65 ® Ford male adapter - C84-77- 2" ©Meter box and lid: Old Castle 12" round valve box #3RT I� Meter box valve: 5 =Ford Angle Stop - FV�3-777W - 2" Ball valve 5A = Ford Straight Stop - B71-777W - 2" © Brass nipple I.P.S. .2- x 6" 0 Brass coupling I.P.S. - 2" CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 CUSTOMER VALVE 7-03 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1"x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1M" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER SWIVEL NUT OR NIPPLE METER ANGLE STOP --- BOX 1-112" BALL VALVE FOR DOUBLE SERVICE ONLY) z J F- WATER 0 METER ----4'MIN.------ VIEW A -A 3 DOUBLE SERVICE ANGLE STOP � A 1-112" BALL VALVE — OFOR DOUBLE SERVICE NLY) CITY OF COLLEGE STATION ' WATER SERVICE RECONNECTION WATER METER METER BOX I METER SWIVEL NUT OR NIPPLE I TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) z 0 L0 w d. j r # 0 U U CITY OF BRYAN The Good Life, Texas 50,1e.- DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: 92 SHEET 2 OF 2 CINDER BI SAND BAG NOTE: TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. METAL T-POST AS - REQ'D TO MAINTAIN HAY BALE FILTER FABRIC NOT TO COVER DRAIN INLET -ROCK SIZE 3/4" TO 1-112" FILTER FABRIC r, r� SANDBAG HAY BALES `f m METAL T-POST AS REQ'D. TO MAINTAIN fl STORM DRAIN INLET PROTECTION ' � t'EC�SS PRY pp P III III III 111 III III EROSION CONTROL ALONG DITCH m SWPP1-Ol 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH METAL T-POST AS 8" OF FILTER FABRIC TO EXTEND REQ'D TO MAINTAIN INTO A TRENCH AND BE ANCHORED SPACED W APART WITH COMPACTED BACKFILL ALLOW 2.5' TO W AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF DRAINAGE FLOW f ALONG SLOPE CONTOURS. { FLOW NATURAL GROUND ` DIRECTMN OF 4" 4"X4" MIN. TRENCH L--i 4"1 6 I 20" SILT FENCE ASSEMBLY SWPP 1-03 6" MIN. DEPTH STONE ASTM D448, 3" TO 5" IAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE i`VARI 50 ' SO 1pp. i EXISTING STREET NOTE: DRESS WITH ADDITIONAL 6" MIN. STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC GEOTEXTILE STREETS. FABRIC .SE'CTIONA A SUBGRADE CONSTRUCTION EXIT SILT CONTROL SWPP1-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 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. fn z 0 V) w CITY OF BRYAN ne Good Life, Texas Style." DRAWN BY: C.L.M. DATE 08-01-12 SCALE; N T S APPROVED: W. P. K. FIGURE: SWPP SHEET 1 OF 1 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2%to4% 2%MAX.,1%MIN . 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAYBE REQUIRED OUTSIDE OF THE SIDEWALK. a• a Y �• W y, .r a rY �I4e t PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS �4"x4"x3f16" STRUCTURAL STEEL TUBING r_-8' O.C. MAXIMUM -►r-8' O.C. MAXIMUM 12" O.C. 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 AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 40' O.C.,CONTRACTION JOINTS @ 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 @ 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 04% 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 e 1t2"0 X 18" 12" O.C. 114" R 3/4„ CREASED WITH HEAVY I 'L 3'-0"MIN. _1 5'-0" �VARIES--J, 4" s-2% MAX. RECYCLED MATERIAL,112- SEE NOTE 4 THICK AS MANUFACTURED BY J.D. RUSSELL CO. OR r LONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS @ 18" O.C. E.W. STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO ENO OF (4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION SWl-00 &CONSTRUCTION JOINT �-6" O.C. L u I 4"x2"x3116" STRUCTURAL STEEL TUBING 4"x4"x3f16"STRUCTURA1"x1"x3/16" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 4" 6" ' TYPICAL PEDESTRIAN 112" DIA. BOLT GUARDRAIL GENERAL NOTES: CONNECTIONDETAIL SW1-01 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. 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. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. SAWED OR FORMED, 1!S" TO 3116" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 318" R 4" SIDEWALK CONTRACTION JOINT SWEEPSAND MIN 8" INTO ALL JOINTS MAX 24" CONC. SIDEWALK 3-1/2 1 /2" I. � 7.5" a :v s. 6" 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK ALONG LOCAL STREETS e I 3'-0"MIN 6'-0" VARIES 2% MAX. rll� SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI LTHICK MIN.) E FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RATED S'-O" VARIES--; PAVER MATERIAL i -r- 2% MAX. SEE NOTE 4 /7. NOTE 3 28-DAY CONCRETE RS @12" O.C.E.W. OR STRENGTH = 3000 PSI 94 BARS @ 18" O.C.E.W. STHICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SW1-02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN 4' THE PLANS. THE PLANS. *"VARIES ** VARIES VARIES NEENAH GRATE BOLTED NOMINAL IN PLACE OR APPROVED ANN ULAR SPACE ANNEQUAL 3' ) GREEN SPACE �• 8. •'. • ; SIDEWALK �•' `q�0i . VA :; i� S, S s' •' SIDEWALK • '• ,. iFss . • s 6 ¢ DETECTABLE WARNING SURFACE ::.'.r'.:'„Y.; y:; :,: <'r-:. h e,. ;. .,r.'••t: :',.: No. 4BARS MP . DETECTABLE ` I MP i, \ L J 2• • �1 6" VARIES (TYP) WARNING PROPERTY LINE - SURFACE PROPERTY LINE \ TRENCH GRATE MAY ONLY BE ? \ �S• ALLOWED WITH PRIOR APPROVAL \ iG �'S• GS FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM ? . . • . •. S \ y • •' a .. • , q't1,c� •. AVAILABLE. "*23' (10' CURB RADIUS) yq ' ' ' y ��� • '' ' •'� F 21.5' (20' CURB RADIUS) 16.5' (25' CURB RADIUS) \ ' W Y = z «* 23' (10' CURB RADIUS) p 4 CROSS SLOPE NOT TO EXCEED \ W O 21.5' 20' CURB RADIUS \ N 2% OR BE LESS THAN 1%ON ANY 16.5' ((25' CURB RADIUS; PORTION OF RAMP OR TRANSITION TO STREET I ; •�.' ( ..'••' )� CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY • I PORTION OF RAMP OR TRANSITION ` ` ` • ' TO STREET 5' 3' 8' Isometric View 5/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE SW3-02 SW3-00 SW3-01 * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 'f CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY 2% OR BE LESS THAN 1%ON ANY 2% OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION TO STREET / PORTION OF RAMP OR TRANSITION TO STREET / PORTION OF RAMP OR TRANSITION TO STREET / � � G� GAP G•I`P ti`' 6QP 1 + ��P y 1 ��P + i S PROPERTY / PROPERTY / PROPERTYINE LINE / DETECTABLE LINE / DETECTABLE / DETECTABLE WARNING SURFACE i WARNING SURFACE / WARNING -- SURFACE 8' SIDEWALK �� __ y1 y y 9/ 7? RAMP* '••„ Z •i. AMP* x' 6' SIDEWALK 1:1 i 5. io SLOPE "': yy Z RAMP �} 5' SIDEWALK SLOPE SLOPE � 1.12 ►- SLOPE MAX. 3' EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR, 112" DIA. X 16", WITH SMOOTH DOWEL BAR, 1l2" DIA. X 16", WITH EXPANSION JT. & BACK SMOOTH DOWEL BAR, E6M CAP @12" O.C. BACK COATED W(HEAVY (CAP @ 12" O.C. BAC;71 OF CURB 6' MIN. COATWIHEAVY OF CURB 1f2"DIA. X 18",WITH OF CURB 8' MIN. GREASE) CAP @ 12" O.C. INJ. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-031 FSW3-041 I SW3-05 DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: GENERAL NOTES: GENERAL NOTES: DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. ALL SLOPES ARE MAYIMIIM ALLOWARLE- THE LEAST � O THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY nw LANDING m W U WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OQ� MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. W �_ CROSSWALKS MARKED; HOWEVER TYPICALLY ARTERIAL CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM U) e :b=Qat::q:O':Q4" MAX. COLLECTOR AND STREETS DO. AS STATED IN THE TMUTCD. AN ENGINEERING STUDY SHOULD 8E DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. Z o Z AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS iv rs D. o`a o LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THSHALL BE A MINIMUM OF WX 4' WHOLLY E PARALLEAINED L to cs �o:a 2 DETECTABLE WARNING SURFACES MUST BE SLIP THE CITY OF BRYAN'S PREFERENCE FOR MARKING RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. w CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND O' PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE OF 10" MAX. CURB HOWEVER IN THE NORTHGATE AREA ADJACENT TO SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREVERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE TYPICAL PLACEMENT OF DETECTABLE WARNING THESE PREFERENCES WILL BE ALLOWED ONLY WITH THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED, OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION WIDE AND 8 FEET IN LENGTH, SPACED 48-INCHES APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY 6E FOUND IN THE CURRENT EDITION OF THE TEXAS SW2-OO OF TWO 12-INCH WIDE LINES SEPARATED BY 6 FEET 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT MARKINGS SHALL ALWAYS MEET TXDOT'S SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN OF CURB, DETECTABLE WARNING SURFACES MAYBE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE ZQ D LANDING BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. ACCESSIBLE DESIGNED TO PROVIDE ACCESE PASSAGE OVER OR z THROUGH THEM. ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED W wo CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND W>w AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK w<¢ aHo STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE DETECTABLE WARNING SURFACE RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS (DOMES RUN PARALLEL STRIPING. DIRECTED BY THE ENGINEER. PEDESTRIAN TRAVEL) 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. je ■ 6.6:o;ti_o a a.:o:6s 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE o Z R 0'Q A;b: ;c:o 10 SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES iv b;b;0_n:o:: b;o a o d.b o.:o: o (TYP.) (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. 6" MIN FACE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 10" MAX CURB CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG CURB LINE. SW2-01 z Q z 5'x5' LANDING H JO F- W>W we: � J \.IDEF y 1:10 SLOP N MAX. (TYPICAL) IE- P. 6' `' FACE OF (TYPICAL) 4' RAMP WIDTH (TYPICAL) I CURB (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS W2-02 I� 11/e" 2-3/8E �� 74 DODO 1�]�: .. 4" 10000 " 6" DETECTABLE WARNING PA VER 4" MAX AND U: 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. DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE EXPANSION JOINT AS REQUIRED SIDE FLARE SIDE FLARE (TYP.) (TYP) •e FACE OF CURB TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER 3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE ccr°"r MIN. 4" No. (MAX,) REBAR AT-/ 8- ( WAYS CLASS B Y CLASS A CONCRETE -SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTIONA A SW2-03 CITY OF BRYAN The Good Lifc, Tcxas Soc.` DRAWN BY: C.L.M. DATE 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGUREa w SHEET 1 OF 1 NORMAL TRAVERSE SLOPE 3•-0„ 6" 5._0. O.D. + 1'-0" MIN. 5'.0" 6" TYP. 3" �6"TYP •� EXTENSION I - - ❑❑❑❑❑❑ H - - - _—_—_—_— I 101-0" ❑❑❑❑❑❑ F I �'°•....� , 6" - - ❑❑❑❑❑❑ L '•` '— 13' RAD��,-S4�1 - - - - -a - I DEPRESSED GUTTER SLOPE • i RADIUS 0 -_ 6"S3 =:t.-.mac r`/ p// i... �p`'/,>.; fF` r r pF ,.. �6,(r r,`. ;..' <r / �`. `'.�, ' 'NORMAL FACE OF CUJE� 2' 0" MIN. 2- 6" 28-DAY CONCRETE r 3'./ ;, .s i`�°%; : ; : �''.`i ��'/ ,'i . i i . , �,• JR , i,- , . i., ,/ .� ><�, SQUARE STRENGTH 3000 psl THROATDETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET ­/SEE D4-01 SEE DI -OS PLAN VIEW NE WHEN 28-DAY CONCRETE STRENGTH = 3000 psi / CURB LINE CONCRETE / RECESSED INLET #4 BARS 6" O.C.E.W. GUTTER TOP SLAB `L/� BARS, 6" O.C.E. A-*] STD. CAST IRON MANHOLE COVER #4 BARS 12"O.C.E.W. TOP OF CURB TOP SLAB AND FRAME SIDEWALLS ___[6" TOP SLAB 6" .. ,.. , 6" TYP. 1151�" tt1 Ii NORMAL GUTTER LINE _. I - +6"MIN. - #4 BARS 12" O.C.E.W. �I' "'.. �I �' =. ';I� DEPRESSED GUTTER LINE , III SIDEWALLS & BOTTOM EXTENSION - 1 1 6 SLAB 8" TYP 8" BOTTOM_ It6" SIDE WALLS '; ;• , INVERT SHAPING A SLAB #4 BARS 8" O.C.E.W. CONCRETE FILL #4 BARS 12" O.C.E.W. BOTTOM SLAB -- SIDEWALLS &BOTTOM SECTIONA A (SEE NOTES 1 & 2) SECTIONA A SECTIONB B ELEVATION (SEE NOTES 1 8.2) SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D1-00 I D1-01 28-DAY CONCRETE GRATE SHALL BE BICYCLE PROOF. PEDESTRIAN GRATES A /� �3116" 7/16"�� 314" STRENGTH = 3000 psi SHALL INSTALLED _ _ _ _ _ _ - - - - 2" O W IN SIDEWALK AREA. 1- I ;� 21 i A [ �p���[1f�p0�[l��f]00 A t 24 ----, ---- _ VIEWAA A J - - A i- FLOW I ll 11 ll IIll 4-#4 BARS I I 28-DAY CONCRETE DIAGONAL _ _ IIII.I _ _ STRENGTH = 3000 psi D (( 11 _MAIN + 11tJL1�U t I]UD I F20RRERIODOLES I LINE- I - I I s O.D. + STD. CAST IRON MANHOLE 3' COVER AND PLAN - SQUARE FRAME (30" DIA.) A CROSSSECTION PLAN 6" TOP SLAB PLAN MINIMUM DISTANCE BETWEEN TWO PIPES 112' FLAT FACED GOTHIC O.D. + 6" MIN. 1 q,18" TO 36"- 12"APART wIAPPROPRIATE CITY TITLE A 'CITY OF BRYAN A DON'T J D FU #4 BARS, 12" O.C.E.W. 6" TOP SLAB SIDE WALLS •I O.C.E.W. 48" OR LARGER -18"APART #4 BARS, 12" O.C. E.W. SIDE WALLS , OP SLAB" /1 No POLLUTE RIIVERB I O.D.+6" MIN. A LARGE MOUTH BASS LOG I I B" BOTTOM WALLS 6" TOP MIN+3 " O VARIES O SLAB 314" FLAT FACED GOTHIC (2) PLACES 3"MIN. EACH SIDE Y I _6" SIDE tallBOTTOM WALLS SLAB — — — — — SEE NOTE #4 BARS -1 12" O.C.E.W. SLCTIONA-A #4 BARS, 8" O.C.E.W. #4 BARS 8" O.C.E.W. 7 V SIDEWALLS 8" BOTTOM I -►i DONT CITY OF COLLEGE STATION A roLLUTE l DRAINSTo JA `� RIVERS BOTTOM SLAB 6" SIDE WALLSL BOTTOM'SLAB SLAB 6" SIDE WALLS No DASURA -d" (SEE NOTES 1 & 2) (SEE NOTES 1 & 2) #4 BARS B" O.C.E.W. SECTIONA A BOTTOM SLAB 1/2" FLAT FACED GOTHIC STORM SEWER IN STREETS 28-DAY SECTIONA A (SEE NOTES 1 & 2) w/APPROPRIATE CITY TITLE CONCRETE STRENGTH . 3000 psi DOUBLE BARREL BASS LOGO JUNCTION BOX GRATE INLET PLATE D 1-02 D 1-03 INLET D 1-04 I DI-0 ELEV AS SHOWN ON THE PLANS -s _1 _ T__ #3 "U" BARS 9" 1 PER BLOCK DISSIPA TOR BLOCK LOCATION PROVIDE RIP -RAP ROCK (MIN. 20L13 PIECES) CIA o , A O N' 12.. 6" I t- + o V-6 APRON SLOPE TO 03 MATCH RECEIVING 6„ L FLOWLINESLOPE VARIES 2 #4 BARS 12" O.C.E.WJ WALLS, BOTTOM SLAB, & TOE SECTIONA A ter I W MAX DISSIPA TOR BLOCK �.. :'•a� lrl I t 30° 6.. PLAN 28-DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36"- 12" APART 48" OR LARGER -18" APART tD BARS F BARS E 8h 04 BAR W BARS E BARS Vi-Vx BAR W BARS C BARS Di-Dx t BARS Vi-Vx % - • + BARS Di-Dx Vi-VCONFORMS TO gqF$, tO 30 ,yo BARS BARS S x 2:1 SLOPE BAR I S4 co � W in BARS G _ BARS G BARS Bi-Bx BARS E BARS B BARS B 6" 1 FRONT ELEVATION BARS A WHERE RA 12"EQUIRED TONMAINTSHOWN IN 4 MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES SHOWN. 12" MIN.. SIDE ELEVATION 28-DAY CONCRETE I6"_ STRENGTH = 3000 psi BARS F BARS V ro I I I BARS C BAR W BARS 5 BARS E P �CONSTRUCTION B RS B JOINT BARS AI-Ax P BARS Di-Dx .21 30° A�RX BARS S BARS AI-Ax --- - - - - -- --- - SECTIONA A BARS G PROIDE s. PLAN VIEW (MINv OLB.IPIECES) ROCK DISSIPATOR BLOCKS TO BE INSTALLED AS SHOWN IN DETAIL D3-00 GENERAL NOTES: O O OO O E F ALL EXPOSED CORNERS SHALL BE CHAMFERED 314". O O OOO O REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM , THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24" INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER 6'-0" IN LENGTH. BARS AI-AxI BARS B BARGES BI-Bxl BARS C BARS Di-Dxl BARS E BARS F BARS 13 BARBS S BAAR��S VI-Vx BARS W #4@12"± l #3@18"± #3 18"t #4(c�12 t #3 12"t #5 I #4 I I TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS CONCRETE HEADWALL FOR 2 PIPES D3-00 D3—01 ORIGINAL GROUND OR STRUCTURAL BACKFILL AREA INCLUDES SELECT MATERIALBOTTOM OF SUB -GRADE ALL PAVED AREAS (SIDEWALKS, STREETS, �, ALLEYS,DR PARKING AREAS) Qw AND SHALL EXTEND 5' BEYOND THE CURB MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ^. $ ..n• ° OE' , LINE. STRUCTURALBACKFILL SHALL BE B/C 5' ROCKS, LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2) Q,P CEMENT STABILIZED OPTION NO. 21N W4-02) INCHES IN THE LARGEST DIMENSION, COMPACTED TO A 2•• MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL OR EXCAVATED SOIL COMPACTED TO 98% Qs MAXIMUM DRY DENSITY AS PER ASTM D698 xJ ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL ��.; ONLY). SPADE BY LIFTS INTO P WITHIN OPTIMUM TO +4°� WET OF OPTIMUM JG � � (OPTION NO.1 IN W4-02) .�Q- Q� PIPE O. AREAS (Ie... YARDS, PASTURES, EASEMENTS AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 8 1 ._' ,. PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (4 MIN. OPTIMUM MOISTURE. OPTIMUM TO+4%OF OPTIMUM UNDER NEW STREETAREAS U DER PE PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. PIP THE TRENCH BOTTOM SHALL BE O.D. GRADED SO AS TO PROVIDE UNIFORM CONTINOUSE SUPPORT e/C FOR THE PIPE BARREL BETWEEN * PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES •SIDEWALK. SITE SPECIFIC FOR HOPE PIPE. 5' i I HDPE PIPE IS NOT TO BE USED UNDER PUBLIC STREET 11 PAVEMENT CEMENT STABILIZED SAND AS BEDDING AND TRENCH FOR REINFORCED REQUIRED. IMUM WILL ALWAYS BE STRUCTURAL BACKFILL AREA REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-02 ID3-03 THICKNESS AS DESIGNATED — ON PLANS OR AS DESIGNATED ON PLANS L #3 BARS @ 18" O.C.E.W. V� 1Y2 NOTE: MATCH ILELEV. � MIN.18"TOE WALL TO BE CONSTRUCTED � T .-T-rrT AT BEGINNING & END OF CONCRETE „ DITCH CHANNEL & RIP -RAP SECTIONS. 5' 5' 2" 0 I. VARIES _I — H/3 WHEN �H=4' OR MORE WEEPHOLEDETAIL 28-DAY CONCRETE STRENGTH = 3000 psi CONCRETE CHANNEL LINING GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE TOASSUREDFROM FLOWLINE THICKNESS FINAL 0-12--------- 8.. 12ANDOVER--------12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. 4. 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. 6J Imo-- HEIGHT VARIES WEEP HOLE 113 HEIGHT 12"X12" GALV. HWD. CLOTH 114" MESH WITH GRANULAR MATERIAL MINIMUM WIDTH DRAINAGE EASEMENT 1' MAX. 11/2 1' MIII N. +� 1 Y.� MAXIMUM SLOPE TYPICAL LINED CHANNEL SECTION BLOCK SOD OR ENKAMAT W/HYDRO-MULCH STANDARD CHANNEL SECTION D2-02 #3 BARS @ 12" O.C.E.W. ��•'i�..ti;. 1'TI.-(ALSO TOEDOWN AT FLUME ENDS) L'l T-0" k 4'-0" - 28-DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTION EXPANSION JOINTS AT 60' O.C. D2-04 1-1/2" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE RECESSED FLUSH NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. D2-00 THICKNESS AS DESIGNA ON PLANS #3 BARS @ 18" O.C. E.W.OR AS ON PLANS DESIGNATED� A 11/2 MATCH ILELEVI 1 V-6" N 6" HEIGHT z O VARIES cn WEEP HOLE > 113 HEIGHT W Of ---I 2"X1 2" GALV. HWD. 18" TO 36" AS CLOTH 1/4" MESH DESIGNATED WITH GRANULAR ON PLANS 6" L MATERIAL NOTE: MIN. 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. 5' S' 5' 5' 2"0 H/3 WHEN H=4' OR MORE E� 28-DAY CONCRETE STRENGTH = 3000 psi WEEP HOLE DETAIL CONCRETE RIP -RAP D2-01 THICKNESS AS DESIGNATED HANDRAIL ON PLANS #3 BARS @ 18" O.C.E.W. 1�1! OR AS ON PLANS DESIGNATED �`1P 18" G ��•! 1 8 t� HEIGHT 1 �� VARIES MATCH CELEV. 1�� 28-DAY CONCRETE `( STRENGTH = 3000 psi 18" TO 36" AS I NOTE: DESIGNATED L 18" TOE WALL TO BE CONSTRUCTED DE PLANS AT BEGINNING & END OF CONCRETE 6" DITCH LINING & RIP -RAP SECTIONS. CONCRETE SIDE SLOPE PROTECTION D2-03 7116'= 1-112" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE 2-9/1 RECESSED FLUSH J MACHINED SURFACE 33-1/4"DIA 32-3116" DIA 114" DIA NEOPRENE GASKET !- 30" DIA 33-15/16" DIA 40-314" DIA FRAME SECTION 32" DIA 3 13/16" I 5/8.. —1-1/2" 1- 2-7116" 7/8" 2-718" R 1-3/4" 1" DIA X 4" LG H.R.S. ROD COVER SECTION PICKBAR DETAIL - 9116" _- 4-112" 5/16" STANDARD MANHOLE RING AND COVER 32"DIA. DUCTILEMON V-1432-3 uort 25-3/8" DIA (2)1" HOLES 24-1/4" DIA 180APART 1" LETTERING OF 9 ti GOLLea + 1" LETTERING 22�j -1I8" DIA (RECESSED FLUSH) ` y R OF ST (RECESSED FLUSH) 2- -- — 1-112" p 5.. V V 1" LETTERING 25-718" LETTERING STYLE: 31-7/8" BOOMAsT C6Q- sr �Q- (RECESSED FLUOLD SH LE O R IN lAg E� 1/2"LETTERS R M �g E� 1" LETTERING FRAME SECTION (RECESSED FLUSH) COVER FACE COVER FACE 2-1/4" MACHINED BEARING SURFACE 1-3/B" 24" 2-1l4""2" 1" 314" 9f16" 'tile-'•' , 13az A F-Ir 1-1l4" COVER SECTION PICKHOLEDETAIL NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. BOTTOM VIEW STANDARD MANHOLE RING AND COVER NOT TO BE USED ON STORM SEWER SYSTEMS. OF COVER 24 "DIA. DUCTILE IRON V-1342-A D4-01 n v .�b "+JnRMY.i. r iMRKRMtxM$q "fY xxx�xm+ax CITY OF BRYAN The !nod Life, Texas Style" DRAWN BY: C. L. M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE= D SHEET 1 OF 1 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 12" 12" � 114"R 3l4"R 1/4"R 10-1 'V 3/4"R 1" #4 BARS CONTINUOUS AND 3" CLEAR TYP. 24" LAY DOWN GUTTER S ECTI O N S I I-00 #4 BAR 112" CHAMFER (TYPICAL) 8" a •_� IS 4 _ 24" 28-DAY CONCRETE STRENGTH=3500 psi, TYPICAL RIBBON CURB STI-03 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. R3 6"T- 3" 6112" #4 BARS @ 18" C/C -T VARIES • - #4 BARS - - s- i_- 4" • = #4 BARS DOWELLED IN CURBS EXPANSION DOWELS DETAIL TYPICAL COMBINED CURB & GAR SECTION STI-01 NOTE: NOTE: 1. TYPE "G' EXPANSION JOINTS IN CURB & GUTTER SHALL BE TYPE "0" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'s AND P.0 's. TYPE "B" CONTRACTION STI-02 12, #4 BARS @ 18' O.C.E.W. 6"MAX. 1" MIN. TO (MID SLAB) _•y T SECHONA A AI 12' A Q�0 Ems_- TYPE "G" EXPANSION JOINT �I gSRE�� ALLEY PAVING STI-06 RADIUS POINTS, P.T.'s, AND P.0 's. PE " CONTRACTION JOINTS IN CURB &GUTTER SHALL BEE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL 6E SPACED AT A MAXIMUM GENERAL NOTES. DISTANCE OF 10' APART DISTANCE OF 10' APART 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER AND TIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL 24" 6" 3" 12" < I' 3^ �c 0 fjj 9 g" 6314" 2' 3" 3^ 3" 2" • 4" s" • _ #4 BARS QJ = 3/4" X 18- SMOOTH EXPANSION DOWELS TYPICAL COMBINED SPILL CURB ST1-04 118" R SEAL WITH JOINT MATERIAL 6" MIN. A D METAL KEYWAY PLATE DEFORMED TIE BARS #4 X 18", 18" O.C. TYPE I'D" LONGITUDINAL TOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18", Is" O.C. (COATED WITH HEAVY 114" R 3/4" GREASE) 6" MIN. RECYCLED MATERIAL, 3/4" THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1116" GREATER APPROVED EQUAL 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 THE END OF BAR. TYPE "Gli EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS 3/8" R--�]�F1l8" TO 3116" 3/4" r r -[=• 6" MIN. "D #4 BARS, Is" O.C.E.W. TYPE "B" CONTRACTION MINT GROWTH IS ESTABLISHED. 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. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 24" DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 6„ VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 1/4"R COMPLETE AND THEN REMOVED BY CONTRACTOR. 3" ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 1"DIA, • 9 ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MIN 112% •p 6" MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT SLOPE STANDARDS 12"� -- ---- 1/4"R , REFER TO SPEC 3117 23.23 PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. 3" 1.0 3"j3- 03" 0 6-314" 2" 4" 3" ® = #4 BARS E PANSION DOWELS TYPICAL WEEPHOLE CURB ST1-05 (TYP) CURB #4 BARS @ 18" C.C. THE REB RS AT EVERY INTERSECTION SHALL BE R5 TIED 100 PER CENT TYPE "G" JOINT - SEE DETAIL � TYPE "D" JOINT 44 TIE BARS 18" LONG SEE DETAIL TYPE"G"JOINT r -Z -20' M(TYP) TYPE "B"JOINT P 1 CURB TYPICAL •JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT 5-1/2" 3/4 718" 3/4J e ° 1-112" 3" METAL KEY WAY PLATE NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT GO'CENTERS. CURB CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE"B"JOINT (TYP) LONGITUDINAL JT. @ 90° TO CHORD OF RADIUS (TYP) (TYP.) TYPE "D" JOINT (TYP.) y w TYPE "G" JOINT AT ALL > RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS BACK OF CURB TYPE "B"JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROPOSED WORK (TYP) TYPICAL -JOINT LAYOUT AT CONCRETE INTERSECTION TYPE "G" EXPANSION EXISTING CURB & GUTTER KEEP 6" RISE TO T w JOINT. ELEV. + TO BE REMOVED -' TYPE "G" EXPANSION TIC ELEV. = 3" MATCH IEOF PROPERTY LINE I JOINT. ELEV. + O� CURB RETURN RADIUS + 2' TIC ELEV. = 3" < KEEP 6" RISE TO EXISTING GUTTER i 2. i z� CURB RETURN RADIUS V-6" MATCH ILOF EXISTING PVMT. i aU EXISTING GUTTER( 4 " ACCESSIBLE ROUTE (4' MIN) EXISTING" ____ - - (OPTIONAL) IOTOTEPVMT._ 3 RE �- NOTE 71TNEoa EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" 6" (28-DAY CONCRETE STRENGTH3000 psi) W/ #4 BARS 018'.1-1/4"IVEWAY APRON SHALL BE 4" DEFORMED TIE BAR O.C.E. ASPHALT AP ONS W/OEXISTING %AYppCONCRETE ST(RpENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TYPE "D" LONGITUDINAL BASE3001) BARS CONCRETEEPAVEMENT STREET SECTIONS JOINT ASP94 ALLT APRONS W/O ONY. DEFORIR .E.W. RB AND GUTTER SHALL BE ONLY A #4 x 1 B" O.C. FOR TIE ALLOWEDON OPEN DITCHED SEG77ONA TO CONCRETE TO STREET SECTIONS ONLY. SECHONA A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION ONLY w it CURB RETURN RADIUS + 2' O ►O- h j CURB RETURN RADIUS 2w ao ACCESSIBLE R_UI(B' MIN.) NOTE 3 -1 E�VOTE 6" TYPE "D"� I-va'J LONGITUDINAL JOINT SEG770NA A SLOPING TOWARD INTERSECTION SECTIONA A SIDE STREET WIDTH 97ITHLAYDOWNCURB !� A TYPE "G" EXPANSION JOINT BpNP�-t PROPERTY LINE 6" THICK CONCRETE P *MAINTAIN 2% MAX (28 DAY STRENGTH = CROSS SLOPE NOTE: RAMPS ONLY WHEN 3500 PSI) WITH #4 BARSOF THE LONGITUDINAL SLOPE IS - -------- AT 18" O.C.E.W. WITH A CURVATTURE GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND SHALL COMPLY WITH TAS (VARIES) WITH 04 BARS @ 18" O.C. BACK OF CURB REQUIREMENTS BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING T RADIUS POINT I 25' RAD. (MIN. ) SMOOTH DOSION WEL BAR �COIATED SIDEWALK * �)� a (// 12" O.0 . ONGITUDINA ** 5' R. (MIN.) BACK OF CURB WITH HEAV� GREASE) I I JOINT ACCESSIBLE RAMP ISRAMP DETAIL) ACCESSIBLE ROUTE NEAT SAW CUT SAW CUT A 1, NEAT SAW CUT OF z-POINT F TANGE * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO • • -- - - " • • —� - i "" • �� " • • -- - - • • • ~ SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED **EXISTING SIDEWALKS (A MIN. RED EXPANSION JOINT (TYP.) SEAL WITH APPROVED OF 4' BEHIND BACK CURB) RESIDENTIAL DRIVEWAY MAY REMAIN IN PLACE. s� EXPANSION JOINT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-00 ST2-01 W I j TYPE "D" EXPANSION JOINT. A N ? v DRIVEWA 1 SLOPE PER 1- " EXISTING CURB & GUTTER TO BE ELEV. + TIC ELEV. KEEP 6" RISE TO = 3" TYPE "G" EXPANSION JOINT VARIES FT MIN REMOVED PROPERTY LINE - - - PROPERTY LINE DRIVEWAY WIDTH �APPROX.12" ARIE / I MATCH IE OF EXISTING GUTTER EXISTING PVMT. I 3' � I i * MAINTAIN 2% MAX VA IES DRAINAGE CULVERT t �6.. CR033 SLOPE I RETURN CURB TO HAVE A ROLL FACE DIMINISHING DIA. A _ (MIN. 18" RCP PIPE) _ __ ______ ¢ AT RADIUS POINT SECTIONA A PROPERTY 3�E'I I TYPE "D" AMBULATORY RAMP — - - }— - —LINE EXISTING BASE MIN, DRIVEWAY APRON SHALL 25' MIN. R. REMOVE CURB LONGITUDINAL THRU RAMP JOINT SLOPE 1:12 MAX NOTE: DEFORMED TIE BARSTRENGTHI #4 X 18" O.C. BE 6" (28-DAY CONCRETE = 3000 psi) W/ #4 BARS 18" O.C.E.W. - - - - - - - - - -- - - - _ _ _ _ _ _ I �' 1. LENGTH OF DRAINAGE PIPE FOR RESIDENTIAL DRIVES 36' DRAINAGE EDGE PVMT. FOR TYING NEW CONCRETE TO EXISTING ASPHALT APRONS W/O CURB SIDEWALK-L.I & GUTTER SHALL BE ALLOWED * a IS MAX & 20' MIN. CULVERT CONCRETE PAVEMENT ON OPEN DITCHED STREET L - _ - - _ i 2. ALL DRIVEWAY PIPES WITHIN -� ONLY SECTIONS ONLY. NEAT SAW CUT I NEAT SAW CUT ROW MUST HAVE CONCRETE SLOPED END SECTIONS 'Iy _ - , 2, - (6:1 SLOPE) OR APPROVED EQUAL. SEC770NA A 1' TYPE "G" A NEAT EXISTING CURB & GUTTER TO n �T ICAL DRIVEWAY ENTRANCE CE EXPANSION JOINT SAW CUT BE REMOVED. REPLACE STREET SURFACING AS NEEDED WITH CULVERT COMMERCIAL DRIVEWAY S I'2-02 ST2-03 FLEX BASE BORING OF STREETS FOR EXISTING UTILITY PIPE IS THE CITY GRAVEL STREET 6" STANDARD. OPEN CUTTING OF STREETS SHALL BE BY APPROVAL OF THE CITY ENGINEER ONLY. 12 K- COMPACTED CEMENT VARIES SAND OR FLEXSTABILB SED 12" SEE BEDDING DETAIL FOR PIPE TYPE UNDISTURBED SOIL -/APPROPRIATE UNDISTURBED SOIL VARIES OPEN CUT GRAVEL STREET ST4-00 * MIN. 6"HMAC (TYPE C OR D) SAW CUT #4 BARS, 18- O.C.E.W. 28-DAY CONCRETE STRENGTH = 3500 psi EXISTING SEAL COATI HMAC DOWEL #5 BARS,16- LG., aINTO EXIST. PVMT.), @ 18•' O.C. COMPACTED CEMENT EXISTING CONCRETE g" STABILIZED SAND STREET SAW CUT COMPACTED CEMENT41, STABILIZED SANDrII *REFER TO HMAC SPECIFICATION -�I 12" 12" D' FOR LIFT AND COMPACTION REQUIREMENTS BORING OF STREETS FOR UTILITY PIPE IS THE CITY STANDARD. OPEN CUTTING SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE 0. OF STREETS SHALL BE BY OF APPROVAL OF THE CITY UNDISTURBED SOIL---- ENGINEER ONLY. VARIES� BORING OF STREETS FOR %�L SEE BEDDING DETAIL FOR UTILITY PIPE IS THE CITY STANDARD. OPEN CUTTING SOIL_I UNDISTURBED ) APPROPRIATE PIPE TYPE OPEN CUT SEAL COAT/ OF STREETS SHALL BE BY APPROVAL OF THE CITY VARIES ENGINEER ONLY. OPEN CT T CONCRETE CUT STREET 1 OVERLAY STREET ST4-01 ST4-02 100' ROW 16'— 16' 16' UTILITY 14' 14' IVUTILITY EASEMENT EASEMENT _ (SEE NOTE 1) w 12' 12w-a, (SEE NOTE 1) IL < =O > NOTES oa 2" HOT MIX STD. RIBBON CURB a z ASPHALTIC = o 1. RURAL SECTIONS WILL NOT REQUIRE 16' as CONC. PVMT. v EASEMENTS PARALLEL TO ROW WITHIN O� < 1/2"/FT. SLOPE. w o CITY LIMITS. w 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL """"" • • - ' ' `�� IIIIVIII\ FOLLOW COUNTY SPECS AND STANDARDS I MINA" HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI) SIEVE>- 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH PI < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE WITHPORP< 1 CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R-O-W (SEE NOTE 1) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO BIC (SEE NOTE 1) le VARIABLE R-O-W (SEE NOTES) - R ►L R VARIABLE BIC TO B/C (SEE NOTE 5) � MONOLITHIC CURB SEE 6' CONCRETE 8" REINFORCED SEE 5' CONCRETE SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB &GUTTER SEE 5' CONCRETE SIDEWALK DETAIL SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I I SIDEWALK DETAIL STORE JGTH j23500 PSI) I TYPE "D" JOINT 3% SLOPE _• 3% SLOPE--► MIN. 4" HMAC BASE LIMIT OF MEASUREMENT 2' *4 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE 98 % STANDARD LIMIT OF MEASUREMENT-- EASUREMENT 2' 6" COMPACTED STABILIZED SUBGRADE 98% STANDARD FOR ROADWAY EXCAVATION OR 6" CRUSHED LIMESTONE ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION (MID SLAB) ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION BASE (95% MOD. ASTM-D1557) 0 AND +4% OF OPTIMUM. & STABILIZATION 0 AND +4% OF OPTIMUM) (LOCAL STREETS) TYPICAL STREET SECTION TYPICAL STREET SECTION ASPHALTIC CONCRETE, PA VEAIF,NT ST4-04 RELVFORCF.D CONCRETE PA VF.MF.NT ST4-05 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT 24 80 WIDTH R.O.W WIDTH 70 100 in z O In w Of � 0 � W �7 w w W O Q CITY OF BRYAN The Cood Life, Texas Style." DRAWN BY: C.L.M. DATE 08-01-12 SCALE N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. z SIDEWALK 1 I i I 2.0' 2' PV (SEE NOTE 2) STD. 45° PVC BEND/ L STD. PVC COUPLING NC. CURB & WATER LINE (MIN. 4' BURY) 2' DESIRABLE ASTM D3034 SDR26 PIPE W/GASKETS @1.0% MIN. (PIPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE I W 0W z Ir _ 1 2. ALLOWABLE TAPPING AREA 4' SEE 7NOTE 3 ; , _ BOTTOM LIP OF CONNECTING' PLAN PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP, SID SEE NOTE 3 (TYPICAL) PVC (SEE NOTE 2) TEE WYE SERVICE FITTING (SEWER WYE AND 1/W BEND) SEWER LINE H O ;l z w w � d z I t � w I aw OZ 1 114- J i SEE NOTE 3 �z CITY OF BRYAN SEWER SERVICE LINE CROSSING TO BE LOWERED TO FINAL R-O-W OR EDGE GRADE AT TIME OF OF EASEMENT PLUMBER'S TIE-IN R-O-W OR EDGE OF EASEMENT v ww TO BE LOWERED TO FINAL GRADE W o AT TIME OF `r a VARIES z PLUMBER'STIE-IN VIwwl_ to O VARIES z ._ I t BENDS TO BRING to STACK VERTICAL I Iu 1 (TYPICAL 45° BEND) 0 S SERVICE I 1 z (SEWER TEE) PVC (SEE NOTE 2 W (MIN. 1% SLOPE; rn M W PVC (SEE NOTE 2) rZ8 (MIN.1% SLOPE) BENDS TO BRING w �� TEE WYE SERVICE STACK VERTICAL rn FITTING (SEWER (TYPICAL 45° BEND) WYE AND 1/8 BEND; ROTATE AS NEEDED) STANDARD CONNEMONPROFILE DEEP CONNECTIONPROFILE CITY OF BRYAN SANITARY SEWER SERVICE CONNECTION S6-00 S6-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDEb WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 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. IALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX OR ST CLEAN -OUT BOOT STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2IN S1-01) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO.1 IN S1-01) 5' B/C +4IVII 5. �J�P OP��Q1 �yOFy��QJ PAVEMENT AREAS BIC : - ISIbFWALR STRUCTURAL BACKFILL AREA N O N CD N O 4' 2' 2' 2' 2' IEAREST BELL MAX 6'8" TYP. X 6'B" 6'6" P. X JOINT (TYP. 1" MA EA. END) CLR. > CD Eir-1 4:1-- 0 8" TYp 1" MIN. CLR. STEEL CASING Z .6 CARRIER PIPE CASING SPACER O o 0 1-PC. PULL -ON WATER ADJUSTABLE TOP RUNNERS cc TIGHT NEOPRENE END TO MAINTAIN 1" MAX CLR. > cn SEAL W/STAINLESS w STEEL CLAMPS "APS" w w OR "PSI" STEEL CASING NOTE: BAND CLAMP SPACERS -RUNNER MIN. ATSPRINGLINE (CASING 2(4"-42" CASING)OR 8" L BAND )AINLESS MIN. CASING) STAINLESS S STEENNER (TYPE 304E STL. TYPE304; 8" WIDE BAND W/ POLYMER RUNNERS; CENTERED PROVIDE4 RUNNERSAT NEEOPREENE LATIO SLEEVE OR NON -CENTERED; CLEAR BELL, as^ N PIPE NDN RESTRAINED FROM FLOTATION; MIN POLYMER RUNNER (TYP) INC., MOD SS18" OR CASCAbE"PS, CASING DETAIL S5-03 2.-0" 2'-0" MIN. MACHINE BORING MIN. __]��OPEN OPEN CUT--Pr-].e--(TUNNELING) CUT LIMIT LIMIT 3'-0" MIN, SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER AA Kt:wulKtU CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3 APPROVED BPREFERRED, THE CITY ,WET BORING ALLOWED ONLY WHEN S5-00 TYPICAL URBAN CITY STREET CROSSING 1 0,5-oA " NOTES: 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE MACHINE BORING SEWER LINE CROSSES OPEN FIELDS (TUNNELING) BLACK TEXT I,,-, 2. SIGNS TO BE CONSTRUCTED FROM SHOULDER SHOULDER WARNIN20 GA. STEEL BAKED ON ENAMEL VARIES VARIES 10" FINISH. FURNISH ONE SIGN AND UNDERGROUNDSEWER ONE POST FOR EACH OPEN FIELD r 6" CLEAN OUT STACK CONTACT THE CITY AND AT OTHER LOCATIONS AS 5'-0" WIDTH OF PAVEMENT DIP OR PVC BEFORE EXCAVATING SHOWN ON THE PLANS. FURNISH MIN. MI SAME NUMBER OF REPLACEMENT FOR EARTH, SEE BEDDING AND SIGNS AS FOR EACH INSTALLED TRENCH DETAIL YELLOW 4" (OMITTING MANHOLE NUMBER , - ; BACKGROUND ON MANHOLE SIGN) t MANHO E (NOT A SEPARATE PAY ITEM) 3'-0" BELOW DITCH FLOW LINE. 17 CEMENT STABILIZED' 7" NO. SAND AS SHOWN r T 1 2" BLACK PRESSURE CARRIER PIPE a 2"CUSHION REQUIRED N SENSITIVE NUMBERS NOTE: STEEL CASING FOR ROCK, CONCRETE TO BEADDED AFTER 10 BASIC SIGN HAS BEEN 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING PAINTED SEE CITY STANDARD SPECIFICATION FOR WATER AND NOT LESS THAN 3" WHITE SEWER LINE CONSTRUCTION. { BACKGROUND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. ° STANDARD CLEAN 3. DRY BORING IS REQUIRED. OUT FOR MAIN LINE SEWER WARNING AND MANHOLE TYPICAL RURAL STREET CROSSING 45° BEND S5-011 IDENTIFICATION SIGN F 55-05 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. SIDEWALK t 3.5' MAX. (SEE NOTE 1.) I 1 2.0' 2' PVC (SEE NOTE 4) STD. 45° PVC BEND STD. PVC COUPLING CONC. CURB S & GUTTER WATER LINE ,r- (MI .4' BURY) 2' DESIRABLE ' -ASTM D3034 SDR26 PIPE - W/GASKETS 1.0%MIN. (PIPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE SEE NOTE 5 I r >LK (TYPICAL) _A 4" PVC EXTENSION W WIPVC CAP SEE NOTE 3) 3.5' MAX. SEE NOTE 1 AND NOTE 7) I PVC (SEE NOTE `TEE WYE SERVICE FITTING (SEWER WYE AND 1/8° BEND) SEWER LINE ( PVC WYE WITH PVC CAP a (SEE NOTE 3) 1 00 z 0 Z I P `* E-" W SEE NOTE 5 (TYPICAL) PLAN C� CITY OF COLLEGE STATION SEWER SERVICE LINE CROSSING NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO 4" PVC EXTENSION WIPVC CAP R-O-W OR EDGE R-O-W OR EDGE OF EASEMENT ALLOW SANITARY SEWER SERVICE. (SEE NOTE 3) OF EASEMENT 2.0' 2. MARK EACH SERVICE END WITH I VARIES METAL "T" POST PAINTED GREEN. 9 w PVC WYE WITH 3. ALL MATERIAL SHALL BE ASTM D3034 GASKETS PVC CAP a. W 0 VARIES 5 MAX SDR26 W/ (SEE NOTE 3) 1 z NOTE 4. ALL SERVICE CONNECTIONS & aJ i i'� ii'C\:'1\ i/l' if1 AND EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 1.) 5. A CLEAN OUT IS REQUIRED AND Z 1 PVC (SEE NOTE WILL BE INSTALLED BY THE PLUMBER (MIN.1 /°SLOPE) g AT THE ROW FOR EACH SERVICE.6. d STD. 45° BEND WHEN SERVICE CONNECTION IS DEEP Ln CONTRACTOR MUST PLACE A VERTIC/�L z THAT SHALL BE BROUGHT WITHIN SEE NOTE 5 H STACK VARIESSTACK 3-1/2 FEET BELOW NATURAL GROUND. 2 0' zIN HEIGHT PLANPVC(SEE NOTE 3) - ALLOWABLE TAPPING AREA S7-00 1N W O z (MIN.1%SLOPE) STD.45° BEND w to TEE WYE SERVICE FITTING (SEWER TEE) TEE WYE SERVICE FITTING (SEWER WYE AND 1/8 BEND) S7ANDARD CONNECIIONPROFILE DEEP C0NNEC7Y0NPR0FILE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION S7-01 CITY OF BRYAN The Cood Life, Texas Style." DRAWN BY; C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE32 SHEET 2 OF 2 i I � I I I ' I � I ' I I I ' I I 1 I End Road Work G20-2 -- -- -- -- -- -- -- -- -- -- -- 1 rn rn Barron Road I Cones ® 60' O.C. U' �— -a - — 0 -o - 0 —- — 0 I 0 ° — o I o �, a _ N -� -- -- -- --�--- -- -- -- -� -- -- - ° - -- -- -- -- - -- - - - o Type III Barricades 7-- -- -- -- -- -- -- - -- - Road Work Ahead Lane Ends Merge Left Right Lane I r W20-1 D Must Turn Right i I I I I I120.00' 120.00' 120.00' I TRAFFIC CONTROL PLAN - SEWER LINE BORE End Road Work G20-2 0 0 o I�E� / I `o U 4S h5 4LL - - -- - -- - -- - -- - - /� 5 End Road Work G20-2 m- -- --- v End Road Work a I G20-2 m c I N Ii. I �Em) _.�j _ ,I o 0 0 I Type III Barricades rn rn U) rn O I I I i I I I '1 TRAFFIC CONTROL PLAN - DRIM-EX4 Y INSTALLA TION N 11 SCALE: Hor: 1" = 40' 1 0 20' 40' 80' I , I I I I I I , I End Road Work I 2- s 4 -- -- -- -- -- -- -- -- -- -- -- -- -1 -- -- -= -- --- -- -- -- -- S G20-l _ I a _o Type III Barricades 245' T 1 120' 0 0 ° ° Lane Ends Merge Left-/ Road Work Ahead End Road Work G20-2 - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'I a I I � IIc I I m t� I I III ' I�I � I Road Work Ahead I I CW20-1D I I I � I�Lo U 4S 120' 120' 1 - - v Road Work Ahead Cones ® 60' OTC.-� — Cones ® 60 O.C. Left Lane Must Turn Left 0 o o 0 I— o e— 0 0— e— ° Lane Ends rno 0........................... ................._........._..._..... ........ ......... .................... o.................................................. _.... __...... _-.------ __.......0............. _................................................ -----................................... _... Merge Right Road Work Ahead Left Lane Closed Cones 0 30' O.C. Type III Barricades Barron Road o ,,--�-CW20-1 D -,----CW20-5TR (Taper) e ° Cones ®60' O.C. °' ° Type III Barricades ° ° -_ N _ 0 0 0 0 o o _ 120.00' — 120.00' 120.00' — — End Road Work a, G20-2 O 1 N - t. — 1 x I I 0 i TRAFFIC' CONTROL PLAN - I LL'T'T TURN7*AATRLLL I I I ' 1{ xl Xrr1 1 I ISCALE: Hor: 1"= 40' 0 20' 40' 80' 1 , I 1�8 \ I I Road Work Ahead 1 a 1 \\ 1 11 I CW20-1 D OF 0 ; 4/28 201 014°: �r jJEFFERY.L..ROBERTSON0 �, ....... 94745 .... � 0 �i 1 �F'••. �EN ISSUED FOR BIDDING AND CONSTRUCTION. 6/16/2014 - Revised per City Comments. SCHOOL 2.96 Acres Out of Robert Stevenson Survey A —54 COLLEGE STATION, BRAZOS COUNTY, TEXAS APR/L 2014 SCALE- 1 =20' 9inee Owner: McClure ure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 979-693-8500 Firm Reg. No. F-458 l:-r`i \..____f,' II----II-r-•. jli —\ — -,ft.. _t 1 - .......... f I I / \ f 4" Cleanout�,� :'Buildr l I ( I I \ FL= 325.52 �EX' 1, j30 SF 114 LF of i I tip t Imo, s 1.5" Sch. 40 PVC /Water Service ` Line I I 11 I I I I I \ 4 Cleanout _.._ FL.= 325.09 �:II � i t ,• - I 326.95 \ 1 o } I€ rL= 323.85 I a I I +35.9 11 \ — — a I I I Ex. Fir \Hydrant 327.21 (to be relocated) c? I \ j I l 1 \ — r�r{. fr. wE ._.._.W- I j z 11+0 I\ e V I = f ��Sta. 111+46. 2 Fieldstone f�lac .,— — _ _10+0 — ` Conned to x. Street \ _ x __ x _ Begin, Road Con_str. 5' Conc. Sidewalk N € 0 LF of Dry Bore Construction < - -- -- -° - • • w/14' Steel Casing \ _ _. -- -- - I Install `End/Road Markers) ------ -------------- +13.79 �..- — `------- -�— m I " o \ Z �Ex. Grovel Driveway 327.21 I I (to be removed) 1 \ / I aC): f �� ,'O` Approx. Limits of . I \ \ \ Approx.I Limits of Bore Pit I 5 •6S 6 6S 6S t s LReceiving Pit Ex. ROW l ,btO.� 1+10 \ \ I Sta. 10+0Q II it Width Varies Io r..l I Con eet to Ex. MH 1 / Const. Std. Mainhgle I I N: 10189331.50 \ \ I N: 135685n4.16 d' I I / E: 1568585.20 6" w--�--- -- - f�-- \ 00 IN - r BARRON CREST DRIVE AND SEWER LINE n 348 348 0) -4-00 O = O 2 O t\ n O rl to O O O 0a Co r7 N tD N (D(D N O O + rN IN rN M M + � rr) + M + N } W O O U s p \ U \ U \ UU \ I' U \ p 1 U \ U p \ + y 6 C 0 Ci ++ 340 336 332 328 324 320 10+00 340 336 332 328 324 Ex. Grou 324 320 316 C O U I it 3'x2' Box Culvert I _ _............ _... ... ,_....__.,._ ,.. _ ___._-.,__..,_......__ . ._ _.__.. F 0 Existing Telephone Line I I I I ' f-Ex. MH I Ex. 4" W/L 0 Ex. RCP I II Ex Elec. I € PAC ® Of 6" Ex. Gas 0 I I —2.Oy; . I II II II _ Ex 18 W/L ; 0 LF of "DrV Bore Construction ---- a. Connect to Ex. MH (See Detail S1-031) Use ASTM D3034, SDR 26 PVC & AWWA C200-91 B 3/8" Thick Steel Pipe 324 320 316 312 308 ._ v_..___............. ._.._._ .. __.____ ......................... _............ _ n..._.......... _ _._. " _.....__. _ , ...,.___ t7 I ((D M II � II 320 304 I=I �, �, 304 11*00 -107L00 11-boo v of 1 is awvmccu ouvyi uua TYPICAL 27' PAVEMENT SECTION NTS Width Varies I Width Varies 0'-13.75' 2.5'-15' Ex. Curb (to remain)—\ 8" Reinf. Concrete w/#4®18" O.C.E.W. 2% 8" Cement Stabilized Sand Subgrade SECTION A —A OF ' III {r 1 4/16 2014%: ............................. JEFFERY L. ROBERTSONO :...... ....... 94745 i to "CE s%Aiv'a"N�,'" V 1 ISSUED FOR BIDDING AND CONSTRUCTION. 5-13-14 Revised per City Comments. 6-06-14 Revised per City Comments. 6-18-14 Revised per Field Conditions. O Co I i 111, M1 LEFT TURN LANE MARKING DETAIL NTS Saw —Cut at Existing Gutter Line Drill & Epoxy 18"x#4 9" into Ex. Concrete ® 18" O.C. C 0'vIA P L I A N C E JUN 10 2011 COLLEGE S.WAT10 ENGINEE II!G GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. Contact 811 2. All construction shall be in accordance with the current City of College Station Standard Details, Specifications, and B/CS Design Guidelines for Water, Sewer, Drainage and Street Construction. All inspection shall be coordinated with the staff of the City Engineer of College Station. 3. Trench Safety shall be conducted in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. 4. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 5. The Contractor will be supplied with one set of construction stakes delineating the project as to line and grade, appropriate bench mark information and cut sheets. Detailed transfers of elevations, line and grades to structures and other features of the work shall be done by the Contractor. 6. It will be the responsibility to provide a traffic control plan prior to commencement of construction activity along Barron Road. 7. Sewer casing shall be in accordance with Detail S5-03. 8. All street markings and striping shall be thermoplastic conforming with TxDOT Specs 666 and 668. Legend so so Storm Drain S stem 8S 8S Sewer Line w7 size 8W 8W Water Line w/ size — e s/L Ex. Sewer Line w/ size — 8 W/L— Ex. Water Line w/ size =T===-= Ex. Storm Drain Property Line • Zoning Boundary 288, Existing Contour Line (2' Interval) O Sewer Manhole Fire Hydrant Storm Drain Inlet NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SCHOOL 2.96 A cres Out of Robert Stevenson Survey A —54 . COLLEGE STATION, BRAZOS COUNTY, TEXAS April 2014 SCALE.• 1 =20' Engineer: Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 979-693-8500 Firm Reg. No. F-458 --- . _........ 18 Wi N— 18 W/L \ I Inlet Protection (typ) / rn\ V) — — — — I I I I � 45-4S_4S_4S7. S� J / - - - - - - - - - - -/ f I E— -- -- -- E _.— E _...__._ I_ — — GRADING & EROSION CONTROL PLAN (D SCALE: Ho,: 1" � 20' GENERAL EROSION CONTROL NOTES 1. It is the resDonsibil maintain a Storm Water Pollution Prevention Plan I accordance with the current EPA requirements for storm water discharges associated with construction activify under General Permit. USACE 33 CFR. & Section 404 of the Clean Water Act, & Texas Pollutant Discharge Elimination System PDES) General —Permit No. 2. The Contractor shall not allow sediment to leave the work area or enter any adjoining channels. Additional measures to those shown on this plan and described in these notes may be required to prevent sediment from leaving the work area. The contractor shall be responsible for clean—up and restoration to original condition, including establishment or re —vegetation of any lands or channels affected should construction sediment be found outside of limits of construction work. 3. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90 DAYS BEYOND PROJECT ACCEPTANCE. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 10OX OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. A SECOND APPLICATION OF FIBERMULCH IS REQUIRED FOR BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. 4. Contractor is to maintain erosion control throughout duration of the project such that all work areas are to plan grades , once vegetation is established. If erosion is observed in the field, additional erosion controls shall be installed. 5. Silt protection shall be installed per detail. Sediment to be cleaned from silt protection or other sediment control devices when depth of sediment reaches —1/3 total height of device. Contractor is to insure all erosion control devices are consistently installed and properly maintained. NOI & NOT INFORMATION: 1. SITE DESCRIPTION The project consists of 0.7 acres in College Station, Texas at North Latitude 30'33'26.8" and West Longitude 96'17'28.4". The Barron Road and Fieldstone Place intersection is located adjacent to the site. Approximately 0.7 acres will be disturbed during construction. The activity consists of the construction of approximately 100 LF of street and the associated utility infrastructure and grading improvements for the benefit of street and parking lot construction. The only source of pollution is the erosion of exposed soil. Storm water from the site flows to Spring Creek. The Contractor is responsible for containing all sediment on —site by utilizing siltation control devices, washdown areas, or seeding and sodding applications. It is the responsibility of the Contractor to utilize whatever techniques are necessary to prevent erosion from leaving this construction site. Z Q. � OE", x�. i CONI',PLIAN E LOLL F��aEN GIN ME- RiNIG ' tOF r ; 4/22 2014': JEFFERY...ROBERTS. .........................:.. tom'• 94745 �ICEN I V, f ISSUED FOR BIDDING AND CONSTRUCTION. GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. Contact Dig Tess ® 1-800-344-8377 Contact 811 2. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the Owner for any substitution. 3. It is the responsibility of the contractor to utilize whatever techniques that are necessary to prevent erosion from this construction. 4. All soil exposed by construction shall receive Cellulose Fiber Mulch Seeding within 14 days of final grading. 5. Legend: P.U.E. — Public Utility Easement Pr.A.E. — Private Access Easement A.E. — Access Easement BSL — Building Setback Line 6. All parking space pavement markings shall be white in accordance with the latest edition of the Texas MUTCD. 7. All radii are 4'-0", unless noted otherwise. 8. All manholes, valve boxes, etc. shall be adjusted to match finished grade. TRADITIONS MONTESSORI SCHOOL 2.96 A cres Out of Robert Stevenson Survey A —54 COLLEGE STATION, BRAZOS COUNTY, TEXAS APR/L 2014 SCALE 1 =20' Engineer: Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 979-693-8500 Firm Reg. No. F-458 rm_ . nnnnoai_ore -G 6" Ramp G G G G �- �G G G G �✓= G_ G G v- �/ 0 Abe Reel ' 'Pea Gravel Filled Geotextile _W I_ Bags (or approved equal) Min 6" Height, Laid end to end TYPICAL CURB OPENING DETAIL NTS 4' 2' 4" Thick Concrete w/ #3 ® 12" O.C.E.W. 5' 1 ` i i 1' Toedown I -.. �� TYPICAL FLUME SECTION - EXPANSION JOINTS ® 60' O.C. CONTRACTION JOINTS ® 20' O.C. .................. .................. Jr TRADITIONS MONTESSORI SCHOOL SCALE: Hor: 1" = 20' 0 10' 20' 40' 1/2" - 3"R ,,- #4 Bars ® 18" O.C. ,,,,- 3"R Varies a--0 (See Plan) �6" Reinf. Class "A" Conc. Pvmt. w/#4 Bars ® 18" O.C.E.W. TYPICAL 6" RAISED CURB & PAVEMENT DETAIL General Notes: 1. A lime series analysis shall be performed by geotech engineer to determined amount of lime needed to stabilize soil. 2. This cross section to be used for all concrete pavement. 6" #4 Bar 1/2" 3"R a, 7-1/2" Varies a-`-c (See Plan) 1-1/2" J Conc. Pavement (Separate Pour) TEMPORARY CURB T-7 L kff, M1, r ', r t F F� , v +2 / ` U +3' / ❑ +4,9 . / 1�1 VOT REQUIRED 8'-4"x4" Weather Treated Post 3" Go F 6"x6' Dog -Eared Cedar Fence Pickets [ I( I 2"x4" Boards I I Weather Treated i I i Dumpstfon;T.i Enclosure SITE PLAN NOTES: 1. Current Zoning: R-Rural Building Setbacks shall be in conformance with this standard. 2. Owner & Applicant: Traditions Montessori School 2911 S. Texas Avenue, Ste 201 College Station, Tx 77845 979-693-8500 3. Proposed Use: School Buildings 4. Parking Analysis: Required: 1/100SF - Total Required = 26 Spaces (Including future modular building) Provided: 26 Spaces 5. All medians shall be a minimum of 180 SF for single parking row islands and 360 SF for double parking row islands. 6. 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 occurrence of windblown litter from the project site. 7. NOTE: Demolition/Construction Waste - Site is required to provide containment for waste prior to and during demolition/construciton. Solid waste roll off boxes and/or metal dumpsters shall be supplied by City or City permitted contractor(s) only. 9. Concrete over 6" in height must be screened or treated to resemble 1 stone, brick, or an alternative approved by the Administrator. tO 10. All signage must be permitted separately. 11. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public ROW or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 12. According to FIRM Panel No. 48041CO325E dated May 16, 2012, no > portion of this site is located in a FEMA regulated floodplain. 13. Irrigation system shall be designed and installed by licensed irrigator prior to C.O. 14. Exterior building and site lighting will meet the standards of Section N 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. 15. Site will utilize a residential style solid waste containers. 16. Water Demands Fixture Units Bathroom Group = 5 FU Detail Kitchen Sink = 2 FU Clothes Washer = 2 FU Total = 9 FU Max. = 11.1 gpm Min. = 0 gpm Avg. = 3.5 gpm 17. Sewer Demands (per dwelling unit) Max. = 11.1 gpm Min. = 0 gpd Avg. = 3.5 gpm GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of all existing underground utilities. Furthermore, the Contractor shall contact all utility company LANDSCAPENOTES representatives a minimum of 48 hours in advance of any excavation. 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE APPROVED BY CITY AND INSTALLED BY A CERTIFIED INSTALLER PRIOR TO ISSUE OF CERTIFICATE OF OCCUPANCY. Contact Dig Tess ® 1-800-344-8377 2. ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER Contact 811 A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DBL-CHECK BACK FLOW DEVICE. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. 2. In lieu of using the construction materials indicated in these 3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. ANY plans, the Contractor Shall obtain written approval from the P PP QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED ABSOLUTE, owner for any substitution. 4. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED 3. Existing contour elevations are based on an actual field IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AS PUBLISHED BY THE of the project. survey P AMERICAN ASSOCIATION OF NURSERYMEN. ALL PLANTING (TREES, SHRUBS, GROUNDCOVER AND/OR GRASS TO BE GUARANTEED FOR ONE YEAR 4. It is the responsibility of the contractor to utilize whatever AFTER FINAL ACCEPTANCE. techniques that are necessary to prevent erosion from this 5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATNE ROCK OR A PERENNIAL GRASS construction. IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. All SOII exposed b construction shall receive Cellulose Fiber P Y Mulch Seeding within 14 days of final grading. 6. Legend: P.U.E. - Public Utility Easment A.E. - Access Easment H.O.A. - Homeowner's Association Ls.U.E. - Landscape Easement 7. parking space pavement markings shall be white in LANDSCAPE REQUIREMENTS accordance with the latest edition of the Texas MUTCD. 8. Existing septic sewer system to be removed once new sanitary sewer service is connected to buildings. QTY. POINT VALUE COMMON NAME BOTANICAL NAME SIZE POINTS 2,5,, 19 150 Live Oak Quercus Virginia 2.5" 2.850 (new) 0 40 10 Indian Hawthorn Rhophiolepis Indica 5 gal. 400 TOTAL PROPOSED LANDSCAPING 3,250 STREETSCAPE: POINTS PER PROJECT AREA: 289/32 = 9.0 Canopy Trees 46,150 S.F. 289/50 x 300 Pts. = 1,734 Pts. 46,15011000 = 46.1 46.1 x 30 = 1,383 TOTAL POINTS REQ'D = 1,383 + 1,734 = 3,117 'vARl t:: l',`.. Trl V4R;A W! TH 3..E � BLE D ....... ....... . . . .3" MI"L _ ST r� `� ST Monte Carlo e Damascus N ni 3500 3500 J_ N II -. :S"_MN I.. P ack3'cu^d- G ­ Type IT: 1V Re Fiectire Sheetlny lei'.ers- W%lte Type III cr I Pe Fle•-tl'.e Sheeti:,g [,er,q�al NgtvS 1. n;l Wanes Ovs: _,ed to -Vic strerts rl<h:n thr .sty 1!:',s sell be ur: ue On not be _ ........... _ ..� Identical W' sini;ar is o.,y eNstinr: p.,tl:c Ur Prn'0 t¢ slrfet none. st: YetlnOne UstSi DamascusN be OPo"c d by the ity of C'hip s.eti0n and sIlt not be one. otter Ilvi _ _.Ir `i treF e([ be --hrith a O.i2`' elan -nun s. m_?x.lov,'av 2. Set r slgpub(M_ st• k, she([ -,re.1 blades, nra s��.hinns g 12 1n_ in height 3. 1,,Oc4 c+curd s eetng and lrgm,d shall n .t ASTN 0495E SPec.IFlcO{ions For Type III ar IV h tan d w,:aa: 4. C tt gsh llb 6-1ch lnh .J t\ 1I x: E 5 L t _ g f t 0 t eC nd y f i. d b a - 1, be - Orv:ew - / ;CJ. 4P0 .'ng M, I. etc ^, cnn be redo w.<n nP,, nvn f an a .r'Iy T off'- ; F t - \.I .- 6 -t'ret ,-Orr lhel be at Ieost 24- 6- In wIdtl,, but no rare .hnn ED-incomes. J i lhr f. .rw ng for a, s�fflx Orb, evI :i;ns'�-[ AIeY A,.1.1" Hsght -H- Rend -RD Avenue -A'vE H:p?,wny -H'vy Spusre,.,, I Pave. 4 -N VI1 i-III 'J.. Street4-`�I -JC I' YernOce -I"NH C Prrd-cl(IN -TJY -C . C T I0i...... ...... ? Y . C \ Fa - PKWY 4 I C IT P lI -PIKE `Joy 'JH/ aw. w.n -ti I' mox ,5[ wtcv ! p wby -"Illy J F':ore -Yf -PlS ,�• IN 4' 24• ax ' 8 C.'nr of dye c,. rut 'n s the :r Ic O v-d4al drectgr is used It s •_seed tl,e'PalnarV Wane le, C _L _-! V„RPIh. 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CF eUp.0 w.RwS R4ff:C ENGIV E£R'r., PUBLIC STREET NAMF S'GH An c 1 J II t r t [ .. t Ir a oI to .I. l- 1 r 1C1( k1 I lf.-I- i Wl C t,ol Tth P:to 1 dhi a..., ®c. .. 1 t Tr C:.y Its '.qln«el cr hs bevi.)r ee ar cl, ;Ic J.^ the . trs a.,. e£,ItNE ew.wN LwEtxEa DEV STREET NAME BLOCK NUMBER CRESTMONT DRIVE 4000 NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. VI kN "Uw JUN 1 9 Z014 t'J:1i LEGS' S, TA I 0 N IkIf 7-, E EPi, IrkiG YIEVVED FOR JUN 2 0 2014 •L LLr_Ut J imi ION IOMMENT SERVICES LAiTILED: LEGEND Fire Hydrant Y Sewer Clean -Out ® Gas Meter O Sewer Manhole Guy Anchor ® Water Meter 9 Light Pole w Water Valve Power Pole Prop. Handicapped Parking Sign - FL Drainage Ditch G- - Gas Line - - - -T- Telephone Cable OE of Overhead Electrical Line 8S - - Ex. Sewer Line w/ size 8w - Ex. Water Line w/ size - - - - Prop. R.O.W. Line - - - - - - - - - Easement Lines TRADITIONS AYONTESSORI SCHOOL 2.96 Acres Out of Robert Stevenson Survey A - 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS APR/L 2014 SCALE- 1 "-20' Enginee-ri Owner: McClure & Browne Engineering/Surveying, Inc. Traditions Montessori School 1008 Woodcreek Dr., Suite 103 2911 Texas Ave, Ste 201 College Station, Texas 77845 College Station, Texas 77845 (979) 693-3838 979-693-8500 Firm Reg. No. F-458 rm_ 11`11"Innlaz-n A