Loading...
HomeMy WebLinkAboutDrawingsDEVELOPER: MEW PARTNERS, LSD. 4150 SH[ 6, SOUTH COLLEGE STATION. TEXAS 77845 (9'79) 690-1245 - 0 D OS- 11-D WA W-"-1 L" -B 0 -L:- -N -L-JA-N -D -L -N JLC � JLC 3 0 � N 9 D _Dvov- -d 1--V-.--. s S B D JLV S 0 -N XAS ,ii401 `'�p�E .:. :.....................•.?ti. 4 JOSEPH P. SCHULTZ ....................... .. 55889 TH EAL APPEARING ON THIS DOC MENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. #65889 ON SEPTEMBER 25, 2009. TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 Horizontal Alignment Station and Curve Report. Desc: Waterline W-1 Desc. StationSpiral/Curve Data ------- --------- Northing ------- Easting ------------g------------------------------------------------ PI 10+00 5967.2958 5956.1694 5" DIAMETER) OVER TO 50' Length: S 01-31-19 W GEOTEXTILE FABRIC WITH SAME SQUARE ------------9------ PI ---187.21 --Course-- 11+87.21 ------------------------- 5780.1562 5951.1972 EXISTING STREET Length: 51.32 Course: S 43-28-41 E SILT FENCE AND/OR GATE VALVE Delta: 45-00-00 6" MIN. DRESS WITH ADDITIONAL ----------------------------------------- Tangent Data EXISTING STONE IS TO BE MAINTAINED VALVE 10+00 5967.2958 5956.1694 GEOTEXTILE 11+87.21 5780.1562 5951.1972 SECTIONAA CONSTRUCTION EXIT SILT CONTROL 187.21 S 01-31-19 W SWPPl- ----------Length------- Pi --Course 12+38.53 5742.9153 - 5986.5105 O Length: 19.68 Course: S 20-5B-41 E 332 Dehio: 22-30-00 . DESIGN 20" -------------------------------------------------- Tangent Data 'r Li � 11 +87.21 5780.1562 5951.1972 I 12+38.53 5742.9153 5986.5105 INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIC rS Length: 51.32 Course: S 43-28-41 E ERY ------------9----------------------------------------------- PI 12+58.21 5724.5418 5993.5554 31TED C Length: 2.50 Course: S 43-28-41 E n 328 Delta:22-30-00 MAINTAIN 4' MIN. BURY ------------------------------------------------------------- Tangent Data In Q O 12+38.53 5742.9153 5986.5105 ESTABLISHED 12+58.21 5724.5418 5993.5554 ALL DISTURBED Length: 19.68 Course: S 20-5B-41 E (hn PI --- ---------------------- ---- 12+60.71 5722.72755995.2757 ----- --- ------------------------------------------- Tangent Data 1E IN ACCORDANCE WITH THE 2009 CITY OF BRYAN/COLLEGE STATION STANDARD 12+58.21 5724.5418 5993.5554 R, 12+60.71 5722.7275 5995.2757 COMPLY Length: 2.50 Course: S 43-28-41 E REQUIREMENTS. 10 WATERLINE CONSTRUCTION NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL WATERLINE GRADE. 8" WATERLINE EXACT LOC 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. Z 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. DEPTH 4. WATERLINE PIPE MATERIAL 10" & 8" PIPE - PVC, DR -14 (AWWA C-909, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 0.- 5. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD o SURVEY DATA. VICINITY MAP GJ o� P BUTTE DRIVE PROJECT LOCATION Er O m J w � O I OP SUNCREST Q" CIRCLE LO JG� N J��O m GG HULRCN�STREET w WELLBORN, TEXA' S�Q N.T.S. J *MINIMUM 12' SHALL BE FULL 2"X4" WIRE MESH WIDTH OF SITE ENTRANCE 6" MIN. DEPTH STONEVARIES- (ASTM D448, 3" TO 100' ____7 1"=40' HORZ 5" DIAMETER) OVER TO 50' T -POST & WIRE MESH METAL T -POST GEOTEXTILE FABRIC WITH SAME SQUARE �-0uY FOOTAGE. INSTALL 10"X 10" M.J. - A EXISTING STREET STA. 12+59.0 324 SILT FENCE AND/OR GATE VALVE NOTE: 6" MIN. DRESS WITH ADDITIONAL 316 STONE AS NEEDED. EXISTING STONE IS TO BE MAINTAINED VALVE SO AS TO PREVENT `; i CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC SUBGRADE ADJACENT PUBLIC STREETS. SECTIONAA CONSTRUCTION EXIT SILT CONTROL LO = 30 LF - 18" STEEL SWPPl- 0 u.i to RI -OF-WAY \ DEDICATION 0.164 A sz \ H29 � WATERLINE W -'t\ 15' P.U.E. STA. 11+1 � STA. 10+00 - 2" 10" X 45'N.J. BENDm BLOWOFF ASSEMBLY 3z8 az£ T1+ -8 W -8 _W_ SON. 10+06.00 8" M.J. GATE VALVE STA. 10+07.50 8"x 6" M.J. TEE WITH 17.5 LF OF 6" PIPE & FIRE I I HYDRANT ASSEMBLY NO.2 DESIGN FLOW 1250 GPM I 10' P.U.E. LOT 2 76 ACRES 'Illm ( I I I I �SZF 1 � I I3'Zk I O 32: i C N P.U.E. U.E. STA. 11 +65.62 8" M.J. GATE VALVE STA. 11+66.62 AO" X 8" M.J. REDUCER 1 +68.12 Sze 10" X 6 .. F. WITH 15.0L/ FIRE H 6" PIP FIRE HYDRANT E Tc ANT ASSEMBLY N0.1 DESIGN FLOW 1,250 GPM Z LOT 1 3.150 ACRES __�. BLOCK 1 STA. 12+38.53 10" X 22.5' M.J. BEND STA. 12+58.21 10" X 22.5' M.J. BEND O� �i 16' P. O \S �2F Sz / C STRUCTION EXIT / 4 2 0 / / SCALI��r FEET PLAN -1 0" & 8" WATERLINE'W-1 PROFILE SCALE 2"X4" WIRE MESH STA. 12+60.71 1"=40' HORZ REMOVE FIRE HYDRANT 1"=4' VERT. 1"=40' HORZ ASSEMBLY & EXISTING T -POST & WIRE MESH METAL T -POST 10"X 6" M.J. TEE 332 INTO A TRENCH AND BE ANCHORED INSTALL 10"X 10" M.J. 328 TICATIO STA. 12+59.0 324 SILT FENCE AND/OR GATE VALVE K ��10"M.J. HAY BALES TO BE CO 316 USED IN AREAS OF EXISTING i VALVE DRAINAGE FLOW. `; i O� �i 16' P. O \S �2F Sz / C STRUCTION EXIT / 4 2 0 / / SCALI��r FEET PLAN -1 0" & 8" WATERLINE'W-1 PROFILE SCALE 2"X4" WIRE MESH 1"=40' HORZ SEDIMENT CONTROL FABRIC 1"=4' VERT. 1"=40' HORZ T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC 70 EXTEND 332 INTO A TRENCH AND BE ANCHORED 1"=4' VERT. 328 TICATIO 324 SILT FENCE AND/OR COMPANIES 48 HOURS IN AD 320 HAY BALES TO BE CO 316 USED IN AREAS OF Z i ALONG SLOPE CONTOURS. DRAINAGE FLOW. `; i STA. 12+06.5 FO STA. 12+36.5 NATURAL GROUND NO D 00 LO = 30 LF - 18" STEEL CASING PIPE -A =r N 332 U O INSTALL17-D BY WET BORE 332 N DESIGN 20" EXIST114G GROUND 'r Li � GRADE U CENTERLINE I N )NSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIC rS a) ERY + Lt- 328 Z 31TED C O . ...... ' n 328 x MAINTAIN 4' MIN. BURY Om O T In Q O 5. PERMANENT VEGETATION 324 L BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING W ALL DISTURBED 324 (hn Q 0.20% 6. ALL CONSTRUCTION SHALL 00P1.0 1E IN ACCORDANCE WITH THE 2009 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS OR ;WA R, 'SEWER, STREETS AND DRAINAGE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 10 WATERLINE W RUMOVE EXISTING 4" WATERLINE CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 8" WATERLINE EXACT LOC TION AND Z 320 DEPTH UNKNOWN co 0.- ^ 00 o 0 W N N JOZ NL]Lj �{ pLj d Lij Q N M rN < rN`1W0IN7W Mfr U7 D it W II O 0ZY J m N J W N JU Z 316 II W L� IUiHLJZ m WOZ LL�O' ZQ� ti �0 ° IL U' ,.,�� W a -z O c J r, N 19 ' J tO � ap c"Iin M � n_ 0 00 in w53 cd b ;d cri ¢ d I.- +•?., Lf-OOO>O� + +- O 'I �cfl" +00 co oto co } C9f-a- +N- +NJ+LID>+w= NWO 00 O.� Oto �� x .-x.-� ZQO rNc �W x �NUN'i x O x ¢�¢X ¢in �� . ¢' a' ¢' w I�-oWla-ocr Of Wt¢-ol¢-Wc (n 00 fn 00 00, PIPE `- ,r t LO o FLOWLINE ELEVATION M 04 04 (14 M M 10+00 11+00 12+00 PROFILE -10" & 8" WATERLINE W-1 e I PROFILE SCALE 2"X4" WIRE MESH 1"=40' HORZ SEDIMENT CONTROL FABRIC 1"=4' VERT. FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC 70 EXTEND 332 INTO A TRENCH AND BE ANCHORED SPACED 6' APART 328 TICATIO 324 SILT FENCE AND/OR COMPANIES 48 HOURS IN AD 320 HAY BALES TO BE CO 316 USED IN AREAS OF Z i ALONG SLOPE CONTOURS. DRAINAGE FLOW. `; i O FI OW NATURAL GROUND NO D 00 LO = M 846-2229 =r N J U O W M II Cnj N 0' 20" NG THE G 'r Li � U to I N )NSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIC rS a) ERY + Lt- L0 Z 31TED C O Uj W n i- x MAINTAIN F_ Om O T In Q O 5. PERMANENT VEGETATION L BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING W ALL DISTURBED 00 (hn Q PROFILE SCALE 2"X4" WIRE MESH 1 "=40' HORZ SEDIMENT CONTROL FABRIC 1"=4' VERT. FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC 70 EXTEND 332 INTO A TRENCH AND BE ANCHORED SPACED 6' APART 328 TICATIO 324..- SILT FENCE AND/OR COMPANIES 48 HOURS IN AD 320 HAY BALES TO BE CO 316 USED IN AREAS OF i i ALONG SLOPE CONTOURS. DRAINAGE FLOW. `; i �/ � % FI OW NATURAL GROUND NO � low pit?Ec I' - �Fi LO = M 846-2229 W tt. W J Z N - L` CONTRACTOR lL c 20" NG THE PROJECT 'r SILT FENCE AS NECESSARY. I 3. THE CONTRACTOR IS RESP j OZ )NSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIC rS a) ERY + +m SHALL REMOVE ALL MUD DEO�C 31TED C UJ Uj W 4. THE CONTRACTOR IS REQL x MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. O T In Q - - - ---- --- - - t- _ - - -- 332 I to N >_ 04 �'n d V w O mz I w \ \ W LLj RI -OF-WAY D DATION m 0.1�6�4 � 1 o � x 15 P.U.E. \ EXISTING VALVE ae£ cz£ F P.U.E. I, P.U.E. \ r zF 10' P.U.E. LOT 2 I ► I 16' 1.276 ACRES SILT NCE o All Z ( / I 324 C STRUCTION EXIT �_-_---- w I , i A LOT 1 / I m 3.150 AC ES O 323 / r m BLOCK 323 40 20 0 40 Q Z Uj -EET IN ET rz I� ; ----AE X LLI d- 3 13+00 0+00 0+00 PROFILE -6" WATERLINE PROFILE -6" WATERLINE FIRE HYDRANT NO.2 FIRE HYDRANT NO. 1 AR E ENGINEERING C O M P AN .11.THE SEAL ON THIS DOCUMT JOS PHNP..APPEARING SCHULTZ, P E?, OBY 1l .LIC NSE TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 NO. 65889 ON SEPTEMBER 25, 2009. 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JPS JPS 09 -MEW -1 SEPTEMBER 2009 LLBORN I WELLBORN LANDING SUBDIVISION I WELLBORN, TEXAS AD FM 2154 -P 59 I - Wo -i CONSTRUCTION NOTES, 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC 61f FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC 70 EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL . TICATIO ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR COMPANIES 48 HOURS IN AD SLOPE FOR SEDIMENT TO HAY BALES TO BE CO ACCUMULATE. ALIGN FENCE USED IN AREAS OF i i ALONG SLOPE CONTOURS. DRAINAGE FLOW. `; i �/ � % FI OW NATURAL GROUND (800) 344-8377 � low pit?Ec I' - �Fi TIONS: (97:9) 846-2229 4' c u r E 377 4"X4" MIN. TRENCH CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND c 20" NG THE PROJECT 'r SILT FENCE AS NECESSARY. SILT FENCE ASSEMBLY I WELLBORN LANDING SUBDIVISION I WELLBORN, TEXAS AD FM 2154 -P 59 I - Wo -i CONSTRUCTION NOTES, 1. THE CONTRACTOR SHALL 61f RESPONSIBLE FOR VERIFYING THE EXACT LOCATIdli OF ALL EXISTING UNDERGROUND UTILITIES. N TICATIO OF THE UTILITY COMPANIES 48 HOURS IN AD NCE 0 CO ISTRUCTION IS REQUIRED. DIG TESS: (800) 344 377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNI TIONS: (97:9) 846-2229 VERIZON: (800) 344 E 377 2. IT IS THE RESPONSIBILITY' F THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEA NG THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESP )NSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIC rS INSPECTIONS SHALL BE DONE ERY D AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACT ; R SHALL REMOVE ALL MUD DEO�C 31TED C TIDE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJE T. 4. THE CONTRACTOR IS REQL RED TC MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION L BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL 1E IN ACCORDANCE WITH THE 2009 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS OR ;WA R, 'SEWER, STREETS AND DRAINAGE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL RUMOVE TFiE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. WA TE 1 l- L INE PLAN dc r EROSION iSEDIMENT CO n J SCALE VERTICAL 1 "=4R HORIZONTAL 1 "=40' PLOTTING SCALE: 1:40 FILE NAME: 09 -MEW -1 il 1 PIPELINE SEGALUG R A NOTES: WARNING SIGN MAINLINE g g� t. FURNISH AS SHOWN ON PLANS RETAINER ; BLACK UNDISTURBED TEXT �� AND ON ALL VALVE SIGN POSTS. WARNING 2. FROM 20 GA. STEEL BAKED ON • •o. DIRT ENAMEL FINISH. FURNISH ONE 10" DERMAD PIPELINE • ' 24" MIN. 3:I �:'ss. WARNING AND ONE VALVE SIGN CONTACT THE CITY AND ONE POST FOR EACH VALVE ' END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER WATERLINE CAP/PLUG YELLOW LOCATIONS AS SHOWN ON PLANS. O M, J. TEE FURNISH SAME NUMBER OF BACKGROUN 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED IOMITTING VALVE +'.e • VAL NUMBER ON VALVE SIGN BLANK) BEDDING SANG (NOT A SEPARATE PAY ITEM) \ 7" NO.3' X 3' X 6" 2" BLACK PRESSURE CONCRETE SLAB. SENSITIVE NUMBERS A TO BE ADDED AFTER 24" WHITE 10"-' BASIC SIGN HAS BEEN ; MIN. PLAIN, 1.111 I. -V BACKGROUND. PAINTED. MJ PLUG b UNDISTURBED DiRT COMPACTED SELECT PIPELINE WARNING SIGN FiLL ` VALVE IDENTIFICATION SIGN ._; MEGALUC:`;:- 4'•0" "n 8'BLUE.HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION r, PiPE CHANNEL POST 2'X 4' X 6" 4'-0" CAST IRON VALVE BOX COYER CONCRETE SLAB I 2'X 4'X 6" CONCRETE SLAB •b H 4'-0" NOT GREATER b T 4 * AN 5• F %ACK iL H AMERICAN FLOW CONTROL TRENCH yF� . OLP WIRETAINWC GL CONCRETE ADAPTER OR AN APPROVED EQUAL 6" �A AT BEND AND PLUG. % S OY01V A A NOTE: DIMENSION FOR CONCRETE VARIES WITH '�"��" WATERLINE SIZE '�"��" ��"��" THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON- nmrr COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BEST AND REDUCER AS REQUIRED END OF LINE BLOCKING ASM° 698 ENs1TY PER IN-LINE BLOW OFF ASSEMBLY NOTE( W3-00 W3-01 I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN- -- GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �__..__.� 1 SIDES OF COPPER PIPE. GALV. NIPPLE i IL/ -REMOVE AND DISCARD 2.PAYMENT FOR BIO ITEM OF "AiR. RELEASE VALVE" AIR RELEASE/VACUUM I 1 AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I I EXIST. GRADE 4'-0" IRON VALVE BOX COVER DETAIL. INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (1") CAST IRON LID i I SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE r OR 2". OR MODEL 102 (2") OR i I� ;f�CAST X 4'X- 6" CONCRETE SLAB 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL AFTER BLOWOFF THE ENGINEER HOTBOX POLY ROX I INSTALL MALE QUICK AMERICAN FLOW CONTROL MODEL PHRI t1") WITH EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED4" APPROVED EQUAL EQUAL -- - BRASS BALL VALVE PiPE MATERIAL MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD tFOR t" PIPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PiPE) BRASS THREAD PIPE WATER IRON PiPE THREAD MAW COMPRESSION FITTING BRASS ELL MJ TAPPED CAP AND BALL GATE VALVE CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON CEPCRETE B OCKWG TO TYPE "K" COPPER TUBING BE INOACCA�OLRW3AN-00 WITH MAW UNDISTURBED SOIL BE WDAECTCAIOLRwA3N00 WITH TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-021 [W3 -03 W3-04 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE It PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. P TEE SCHEDULE NOTE: GENERAL NOTES: 4,6.8 5.1 1.52.51 0.3 1012 11.3 1.5 3.51 0.6 VOLUME r- o FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. tr ► alt fill 1. t FINELY EARTH S EXCEEDING 6" AND OTHE PLEACEO (o..) 90• 6,8- 24" X 24" X 6" ONLYWHENTOP Of GATEUVEAIO.VE SHALL 8E 8Y HAND. AND COMPACTED AROUNDS CAST IRON PIPE STANDARD FIRE HYORAN 2.7 ' 28 -DAY CONCRETE STRENGTH =2000 IS DEEPER THAN 5 FEET FROM FINISHED GRADE. TO A DEPTH OF 12- OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. GATE Vq�VE 1.2 4.0 psi WT�L•4,�BAR AROUND 2' ALL VALE OPERATING PE 0 BE MAGE 2• ALL' CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH ■ 2000psi. WATER LINE W/VALVE BOX AS REQUIRED + IPLETION 1.5 0.9 1.5 OF STEEL, SIZED AS NOTED AND PAW WITH TWO 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF 3.5 12.5 'U 24'D ER IMIN. 1.5 1.2 2.2 0.5 ESS 22.5. ED (�l) COATS OF META- PAINT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL.OR AS DIRECTED BY 1.51 1.5 0.9 0.81 0.1 MIN 1D,12' COPPERHEAD SNAKEPIT TEST 2.5 THE ENGINEER. TEE OR TAPPING SLEEVE VALVE AS REQUIRED 1.2 1.1 0.3 1-v2•• X r' BRASS WYE 6.8" 1.0 STATION (LIGHT DUTY) OR APPROVED EQUAL 3. EXTENSIONS SHALL BE A MINIMUMb OF ONE (t) FOOT LONG. 4• WATER MAINS WiLL NOT BE FULLY PRESSURIZED UNTiL CONCRETE HAS 0.4 0.1 11.25. � I 1.5 1.5 1.2 REACHED 7 DAY STRENGTH. 0.1 ( VIF, TVA -A 4. VALVE BOX LiDS LOCATED ON VALVES TO ISOLATE FiRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL �REQUIRED � SUPPRESSION LINES FROM PUBLIC BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER LINES SHALL BE AMPro USA, LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90' BEND 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. W/VALVE BOX COPPERHEAD SNAKEPiT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STANDARD FIRE HYORAN � } STATION (LIGHT DUTY) OR APPROVED EQUAL EXTENSION AS NEEDED 2- SQUARE AWWA NUT WITH A� FINISHED GRADE '�A + Q 3 CCENTERING COLLAR. TERMINATE 4• TO 5' o FROM TOP OF BOX. F BURY LINE IE 2" SQUARE AWWA NUT AS RED '° FIRE HYDRANT LOCATION EXTENSION WITH ! CENTERING COLLAR. 0. REALIGN AS NEEDED TERMINATE 4' TO 5' ,. FROM TOP OF BOX. - 6- STD. 6" D.I.OR C909 PiPE 60 � SS VALVE 6" 6" MJ ANCHOR STD. GATE VALVE I wtTe ` COUPLING AWWA C900 PRESSURE PiPE W/STAINLESS STEEL BOLTS CON RETE >L_. _ _2 .' 14 go. INSULATED PVC OR 0.1, PIPE SLO KING TOA(GRAVEL TA 80vEFILL WEEP HOLE ,.,, �' I I a 24" X 24" X 6" 28 -DAY CONCRETE STRENGTH= 2000 psi COPPER TRACER THRUST BLOCK WITH •4 BAR AROUND WiRE W/ALL SPLICES ;: p p ( ALL VALVE BOX. MADE USING r APPROVED WATER TIGHT CONNECTORS TEE OR TAPPING BLOCK USING t2"x12"x4" SLEEVE & VALVE MECHANICAL JOINTS r PRECAST CONCRETE AS DIRECTED. AS REOUtRED WITH SET SCREW RETAINER GLANDS BLOCK T'IET'V�1 -.jBLOCK MIN. DIMENSION APPROX. OR MEGA LUGS 6" X OK EQUAL TO ONE SAG OF W/M.J. SPLLITIT GLANDS SPLIT N SACKRETE BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIOi�:�L GATE VALVE & BOX S'T'ANDARD FIRE HYDRANT ASSEMBLY NV1-0( W1-02 2" SQUARE x 2" HIGH OPERATING NUT COAT LID WITH gCTATION' (LL HTNOUTYt) OR >; REFER TO TE HNICA S L TION 09 03 12 BLUE ENAMEL PAINT APPROVED HT DUTY) FOR TRACER E INSTALLATION COPPERHEAD. NAKEPIT TEST CLI STATION EQUAL OR 41 GROUND LEVEL UT VALVE OPERATING NUT ----- EXTENSION 24" MAX' METAL DETECTOR TAPE "'�"" "''"" DTECTOR TAPE 5" OIA x 1/8" MIN ETER X(STo.)[METAL THICKNESS STEEL PLATE wl 901CUT-OUT IN. LOW VOLTAGE DIRECT BURIAa MW ELECTRICAL I" DIA STEEL R00 TRACING WIRE WIR CONNECTOR 14go SOLID COPPE SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8- MIN WALL THICKNESS) EITHER SIDE TO LOCK THE DIE TO 8E !FLUSH CWlTHS TYPICAL UTILITY PiPE TYPICAL UTILITY PIPE OUTSIDE EDGE OF BOTTOM SOCKET. )� TRACER WiRE MUST E INSTAL EO DIRECTLY DEAD ENO ABOVE 7HE PiPE 0 NJEREATA ED TO THE PiPE AT GATE GrATE VALVE EXTENSION TRACERyA,,� BEINYOND"ENOEOFEPIPE =wl-01 UTILITY PIPE LOCATION MATERIALS fUT�°E` O E� oNs FOR VV1-03 PIPELINE SEGALUG R A NOTES: WARNING SIGN MAINLINE g g� t. FURNISH AS SHOWN ON PLANS RETAINER ; BLACK UNDISTURBED TEXT �� AND ON ALL VALVE SIGN POSTS. WARNING 2. FROM 20 GA. STEEL BAKED ON • •o. DIRT ENAMEL FINISH. FURNISH ONE 10" DERMAD PIPELINE • ' 24" MIN. 3:I �:'ss. WARNING AND ONE VALVE SIGN CONTACT THE CITY AND ONE POST FOR EACH VALVE ' END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER WATERLINE CAP/PLUG YELLOW LOCATIONS AS SHOWN ON PLANS. O M, J. TEE FURNISH SAME NUMBER OF BACKGROUN 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED IOMITTING VALVE +'.e • VAL NUMBER ON VALVE SIGN BLANK) BEDDING SANG (NOT A SEPARATE PAY ITEM) \ 7" NO.3' X 3' X 6" 2" BLACK PRESSURE CONCRETE SLAB. SENSITIVE NUMBERS A TO BE ADDED AFTER 24" WHITE 10"-' BASIC SIGN HAS BEEN ; MIN. PLAIN, 1.111 I. -V BACKGROUND. PAINTED. MJ PLUG b UNDISTURBED DiRT COMPACTED SELECT PIPELINE WARNING SIGN FiLL ` VALVE IDENTIFICATION SIGN ._; MEGALUC:`;:- 4'•0" "n 8'BLUE.HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION r, PiPE CHANNEL POST 2'X 4' X 6" 4'-0" CAST IRON VALVE BOX COYER CONCRETE SLAB I 2'X 4'X 6" CONCRETE SLAB •b H 4'-0" NOT GREATER b T 4 * AN 5• F %ACK iL H AMERICAN FLOW CONTROL TRENCH yF� . OLP WIRETAINWC GL CONCRETE ADAPTER OR AN APPROVED EQUAL 6" �A AT BEND AND PLUG. % S OY01V A A NOTE: DIMENSION FOR CONCRETE VARIES WITH '�"��" WATERLINE SIZE '�"��" ��"��" THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON- nmrr COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BEST AND REDUCER AS REQUIRED END OF LINE BLOCKING ASM° 698 ENs1TY PER IN-LINE BLOW OFF ASSEMBLY NOTE( W3-00 W3-01 I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN- -- GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP �__..__.� 1 SIDES OF COPPER PIPE. GALV. NIPPLE i IL/ -REMOVE AND DISCARD 2.PAYMENT FOR BIO ITEM OF "AiR. RELEASE VALVE" AIR RELEASE/VACUUM I 1 AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I I EXIST. GRADE 4'-0" IRON VALVE BOX COVER DETAIL. INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (1") CAST IRON LID i I SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE r OR 2". OR MODEL 102 (2") OR i I� ;f�CAST X 4'X- 6" CONCRETE SLAB 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL AFTER BLOWOFF THE ENGINEER HOTBOX POLY ROX I INSTALL MALE QUICK AMERICAN FLOW CONTROL MODEL PHRI t1") WITH EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED4" APPROVED EQUAL EQUAL -- - BRASS BALL VALVE PiPE MATERIAL MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD tFOR t" PIPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PiPE) BRASS THREAD PIPE WATER IRON PiPE THREAD MAW COMPRESSION FITTING BRASS ELL MJ TAPPED CAP AND BALL GATE VALVE CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON CEPCRETE B OCKWG TO TYPE "K" COPPER TUBING BE INOACCA�OLRW3AN-00 WITH MAW UNDISTURBED SOIL BE WDAECTCAIOLRwA3N00 WITH TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-021 [W3 -03 W3-04 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE It PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. P TEE SCHEDULE ID ra THRUST C A VOLUME ( 1 fill lt 1 1 ..► 4,6.8 5.1 1.52.51 0.3 1012 11.3 1.5 3.51 0.6 (� POUR AGAINST "' UNDISTURBED EARTH TFE THRUST BLOC,'K THRUST BLOCK NOTES: I. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 200D psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER, THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE, 5. WATER MAW SHALL NOT BE PRESSURIZED UNTiL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C TRENCH WIDTH fl X t• t POUR CONCRETE a` OOIA. AGAINST UNDISTURBED EARTH 15L'C7IOIV Ac X PLAN C IL'Yi' HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A B C E G VOLUME r- o FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. tr ► alt fill tilt toll (o..) 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 8 LOT CORNERS SHALL BE MARKED WIT 45. 68"2.02.0 THE SUPERVISION F A RPLS UPON CO IPLETION 1.5 0.9 1.5 0.2 10.12-- 3.5 12.5 'U 24'D ER IMIN. 1.5 1.2 2.2 0.5 ESS 22.5. 6'8,. 1.5 1.51 1.5 0.9 0.81 0.1 MR POLYMER RUNNER (TYP) 1D,12' 2.0 2.5 1,5 1.2 1.1 0.3 1-v2•• X r' BRASS WYE 6.8" 1.0 1.5 1. 76.9 0.4 0.1 11.25. 10.12' 1.5 1.5 1.5 1.2 0.61 0.1 NOTES: STRUCTURAL BACKFILL AREA INCLUDES PIPE i. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPEC OR AN BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. r- o FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 5, ALL CONNECTIONS TO BE COMPRESSIO I TYPE. TIGHT NEC 6. ALL SERVICE WYES & EXTENSIONS AR TO BE 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONS UCTION. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 7, METERS AND VALVE BOXES SHALL PLACED STREET CROSSINGS HAVE BEEN INSTALLED. BE 4 -RUNNER MU CITY UPON PAYMENT OF FEE. E ENO 'DTR, 3. MARK EACH SERVICE END WiTH METAL "T" POST IX PAINTED BLUE. 8 LOT CORNERS SHALL BE MARKED WIT A LATH W THE SUPERVISION F A RPLS UPON CO IPLETION MAX CONSTRUCTION. !ERS IN UL ONC. CURB & GUTTER U D• **SEE TECHNICAL SECTION 33 12 13 FOR MATERIAL REOUIREMENTS APPROVED SI FOR DUCTILE TAPPED TEE -WATER STRUCTURAL BACKFILL AREA INCLUDES PIPE ALL PAVED AREAS (SIDEWALKS. STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL r- o BACKFILL SHALL BE CEMENT STABILIZED (OPTION PULL NO.2 IN W4-03) OR EXCAVATED SOIL COMPACTED TIGHT NEC TO 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 T WITHIN OPTIMUM TO •4Y. WET OF OPTIMUM I-- (OPTION NO. 1IN W4-02) PIPE JOINT ' .• . StOEWALit. 4' \-CORP STOP 1" 1 - WATER LINE NEW WATER (SHOIXY'.ljNT BRASS CURB STOP 1D 5' - WITH PLUG (REF) r- o PAVEMENT AREAS PULL TIGHT NEC SEAL W/ --- 4'MIN---- I-- B/C "PSr, ' .• . StOEWALit. cn T.IETT'A-A 3 4 -RUNNER MU DOUBLESF,RT7KF � E ENO 'DTR, _D "-' IX STL.iYPE304 W OR NON -CENT MAX RESTRAINED F !ERS IN UL ^A "CASCADE 'U 24'D ER IMIN. 2' MIN.. MAX. AT SPRINGLINE 8" WiDE BAND STAINLESS STEEL (TYPE 304) con BALL VALVE - PAD I -2' MIN. ESS PROVIDE 4 WITH PLUG 1DE'8 RSt CEpT EREO (2 FOR DOUBLE SERV,) CLEAR LpTATi ;., MOD SELL. Ns S18" MR POLYMER RUNNER (TYP) A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-v2•• X r' BRASS WYE (1 FOR DOUBLE SERV.) 3 (SINGLE SERVICE) JBING (DOUBLE SERVICE) t-1/2" CUT-OFF BEFORE WYE NEAREST BE! MMAX S'8" TYP MAX t 2'6'8" JOINT (TYP. EA. END) t" CLR. ' II Pi 5' - CARRIER PIP PAVEMENT AREAS PULL TIGHT NEC SEAL W/ CLAMPS B/C "PSr, ' .• . StOEWALit. STEEL CASING NOTES CASING 5' 4 -RUNNER MU E ENO 'DTR, CASING) OR 6 (24"-42" DIA. ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. STL.iYPE304 W/ POLYMER OR NON -CENT MAX RESTRAINED F !ERS IN UL Cr+ STRI 1 I URAL BACKFILL AREA "CASCADE 1 Pi 4-TPICAL HORIZONTAL I HRUST BLOCK [W2-02 FV2-03 Q I _ I I NOTE., NOTEi I I. FOR MORE INFORMATION ON WATER AND SEyWyEER (.INE CROSS,�� SEEE CITY GATE VALVE i. FOR MOoRE INFORMATION ON WATER AND SEWER L E CRO$SWO)SgE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCtiON W/VALVE BOX STANDARD IS FOR WATER AND SEWER U CONSTRUCTION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECH ICAL ISPE (FICA IONS. S. DRY BORINPREFERRED. WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PINE CROSSING A ROADWAY SHALL BE INSTALL�p VE THE AIN 1 TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAW IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PiPE CAN BE PULLED ABOVE T14E PARALLEL MAIN, MAIN.TEEg OR TAPPING7EE OR TAPPING SL{,EEVE & VALVE 2 -0" MIN. AS REO UtRED ENC IEMEI� SLEEVE & VALVE ENCASEMENT 2'-0" MIN.AS REOUIRED I I OPEN CUT OPEN CUT WATER LINE SHOUL ER IES WATER LINE LIMIT LIMIT 5'-0" WIDTH PA EMENT 5'-0" WIDTH OF PAVEMENT MIN. IN. ------------- GATE VALVE 3'"0„ SIE ALK MAY GATE VALVE ( 3'•0" BELOW ITCH :FLO LINr OR MEN RgO AS II . TOt EE ENGINEER h�, ~ ® STEE(, CASING AS REQUIRED CARRIER PIPE t "�'• CARRIER PiPETEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-00 Ii i VV4-01 rI ® SELECT MATERIA. I MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF NOTES= ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR R INH IN THE LARGEST 1 T T ORIGINAL GROUND CES E L GES DIMENSION), COMP A COMPACTED 0 TT F BOTTOMSUB-GR 0 AOE PLACE METAL CTOR t, FOR BEDDING AND TRENCHING WITHIN ALL PAVED IN FUTURE STREET MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINi Of!. 24'AREAS SEE DETAILS FOR OPEN CUT STREETS. AREA PLACE METAL DETECTOR ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF 3E 2, ALL BEDDING &INSTALLATION OF PVC PIPE SHALL ABOVE TOP OF PIPE AREAS Ge ... YARDS. PASTURES, EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS U MINIMUM Of 987 OF MAXIMUM DENSITY AS DETERMINED •:' ': " FOR PVC PiPE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3, ALL BEDDING &INSTALLATION Of DUCTILE IRON PIPE OPT WUM i0 4% Of OPTIMUM UNDER NEW STREET '- ®SELECT MATERIAL. SHALL BE IN ACCORDANCE WITH ANSI/AWWA C15O/A21.50 AND PAVEMENT AREAS. 4, COMPACT SELECT MATERIAL G.ION SHALL BE ATTAINED BY MECHANICAL- QA 6"-t2" - .�:•.:•'.'.:�:�.' � � CO CEMENT STABILIZED SAN TAMPIN B (MANUALLY ®GRANULAR MATERIAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE MATERIA. SHALL BE BANK RUN RIVER SAND WHICH IS FREE ©(MANUALLY PRESENCE OF THE CITY ENGINEER. CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS, OR ORGANIC CONSOLIDATE 6. DUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM MATERIAL AND WHICH, WHEN TESTED BY STANDARD AT OPTIMUM PERFORMANCE OF THE WORK, EITHER INSIDE OR MOISTURE) "'!' �.' OUT THERIGHT - f- AY H T 4• LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: 4„ MOISTURE) BY THE CONTRACTOR. MAXIMUM -WAY. SMALL BE CONTROLLED MAXIMUM LIQUID LIMIT 45 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 PIPE UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. WORKING DAY. THE MATERIAL SHALL BE FREE FLOWNG AND WHEN WET, SHALL 8. SEE "OPEN CUT DETAILS" ST4-00. ST4-01 & ST4-02. 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED W THE HAND, 6" MIN./12" MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OPTl01N MO I © CEMENT STABILIZED SAND O.V11ON11�0. 2 NE LENGTH. NO BEDDINGG"SANT. D BLOCK THS ILEA 6 FEET I BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITH CITY OF BR�'AN NON-STRUCrhURAL OR NEW PAVED AREAS1�'c«��ar,ir:,Tc:�,tsis'�i�e.- W4-0 GENERAL NOTES: EAS WHERE EXISTING VEGETATION AND GRASS COVER VE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY DC K SODDED OR HYDROMULCHED AND WATERED UNTIL D IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS PRSENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS ALL' BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF 5T I'DISTURBANCE. PROVED EROSION CONTROL MEASURES MUST BE INSTALLED RIND THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY NSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE GETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS MPEETE AND THEN REMOVED BY CONTRACTOR. EROSION CONTROL MEASURES SHOULD BE CLEANED OF T AFTER EVERY RAIN. t'ABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE= 01-01-09 SCALE= N T S APPROVED= W. P. K. FIGUR • %q � SHEET 1 O ; 1 W TY r W. CLR. STEEL CASING C NATER- CASING SPACER E ENO 'DTR, ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. MAX !ERS BANG CLAMP STEEL CASING 'U 24'D ER IMIN. AT SPRINGLINE 8" WiDE BAND STAINLESS STEEL (TYPE 304) con G) ST ESS PROVIDE 4 1DE'8 RSt CEpT EREO RUNNERS AT • NEOPRENE INSULATION SLEEVE BOTTOM 4s BETWEEN PIPE AND BAND CLEAR LpTATi ;., MOD SELL. Ns S18" MR POLYMER RUNNER (TYP) CASING DETAIL 4-TPICAL HORIZONTAL I HRUST BLOCK [W2-02 FV2-03 Q I _ I I NOTE., NOTEi I I. FOR MORE INFORMATION ON WATER AND SEyWyEER (.INE CROSS,�� SEEE CITY GATE VALVE i. FOR MOoRE INFORMATION ON WATER AND SEWER L E CRO$SWO)SgE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCtiON W/VALVE BOX STANDARD IS FOR WATER AND SEWER U CONSTRUCTION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECH ICAL ISPE (FICA IONS. S. DRY BORINPREFERRED. WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PINE CROSSING A ROADWAY SHALL BE INSTALL�p VE THE AIN 1 TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAW IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PiPE CAN BE PULLED ABOVE T14E PARALLEL MAIN, MAIN.TEEg OR TAPPING7EE OR TAPPING SL{,EEVE & VALVE 2 -0" MIN. AS REO UtRED ENC IEMEI� SLEEVE & VALVE ENCASEMENT 2'-0" MIN.AS REOUIRED I I OPEN CUT OPEN CUT WATER LINE SHOUL ER IES WATER LINE LIMIT LIMIT 5'-0" WIDTH PA EMENT 5'-0" WIDTH OF PAVEMENT MIN. IN. ------------- GATE VALVE 3'"0„ SIE ALK MAY GATE VALVE ( 3'•0" BELOW ITCH :FLO LINr OR MEN RgO AS II . TOt EE ENGINEER h�, ~ ® STEE(, CASING AS REQUIRED CARRIER PIPE t "�'• CARRIER PiPETEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-00 Ii i VV4-01 rI ® SELECT MATERIA. I MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF NOTES= ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR R INH IN THE LARGEST 1 T T ORIGINAL GROUND CES E L GES DIMENSION), COMP A COMPACTED 0 TT F BOTTOMSUB-GR 0 AOE PLACE METAL CTOR t, FOR BEDDING AND TRENCHING WITHIN ALL PAVED IN FUTURE STREET MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINi Of!. 24'AREAS SEE DETAILS FOR OPEN CUT STREETS. AREA PLACE METAL DETECTOR ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF 3E 2, ALL BEDDING &INSTALLATION OF PVC PIPE SHALL ABOVE TOP OF PIPE AREAS Ge ... YARDS. PASTURES, EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS U MINIMUM Of 987 OF MAXIMUM DENSITY AS DETERMINED •:' ': " FOR PVC PiPE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3, ALL BEDDING &INSTALLATION Of DUCTILE IRON PIPE OPT WUM i0 4% Of OPTIMUM UNDER NEW STREET '- ®SELECT MATERIAL. SHALL BE IN ACCORDANCE WITH ANSI/AWWA C15O/A21.50 AND PAVEMENT AREAS. 4, COMPACT SELECT MATERIAL G.ION SHALL BE ATTAINED BY MECHANICAL- QA 6"-t2" - .�:•.:•'.'.:�:�.' � � CO CEMENT STABILIZED SAN TAMPIN B (MANUALLY ®GRANULAR MATERIAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE MATERIA. SHALL BE BANK RUN RIVER SAND WHICH IS FREE ©(MANUALLY PRESENCE OF THE CITY ENGINEER. CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS, OR ORGANIC CONSOLIDATE 6. DUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM MATERIAL AND WHICH, WHEN TESTED BY STANDARD AT OPTIMUM PERFORMANCE OF THE WORK, EITHER INSIDE OR MOISTURE) "'!' �.' OUT THERIGHT - f- AY H T 4• LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: 4„ MOISTURE) BY THE CONTRACTOR. MAXIMUM -WAY. SMALL BE CONTROLLED MAXIMUM LIQUID LIMIT 45 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 PIPE UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. WORKING DAY. THE MATERIAL SHALL BE FREE FLOWNG AND WHEN WET, SHALL 8. SEE "OPEN CUT DETAILS" ST4-00. ST4-01 & ST4-02. 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED W THE HAND, 6" MIN./12" MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OPTl01N MO I © CEMENT STABILIZED SAND O.V11ON11�0. 2 NE LENGTH. NO BEDDINGG"SANT. D BLOCK THS ILEA 6 FEET I BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITH CITY OF BR�'AN NON-STRUCrhURAL OR NEW PAVED AREAS1�'c«��ar,ir:,Tc:�,tsis'�i�e.- W4-0 GENERAL NOTES: EAS WHERE EXISTING VEGETATION AND GRASS COVER VE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY DC K SODDED OR HYDROMULCHED AND WATERED UNTIL D IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS PRSENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS ALL' BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF 5T I'DISTURBANCE. PROVED EROSION CONTROL MEASURES MUST BE INSTALLED RIND THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY NSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE GETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS MPEETE AND THEN REMOVED BY CONTRACTOR. EROSION CONTROL MEASURES SHOULD BE CLEANED OF T AFTER EVERY RAIN. t'ABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE= 01-01-09 SCALE= N T S APPROVED= W. P. K. FIGUR • %q � SHEET 1 O ; 1