Loading...
HomeMy WebLinkAboutProposed Water ImprovementsD JIL� W -A G S A LR a— I F o R 1961WI VICINITY MAP I NOT TO SCALE 1, AUGUST LOT 1 X011 SCHEDULE OF SHEETS SHEET 1 OVERALL LAYOUT AND EROSION CONTROL PLAN SHEET 2 PLAN & PROFILE - WATERLINE W -1, STA. 0 +00 TO 6 +00 DEVELOPER SU"H ENG-XINEERING, LLC. SHEET 3 PLAN & PROFILE - WATERLINE W -1, STA. 0 +00 TO 12 +66.02 FIGURE SN /PP STANDARD STORM WATER POLLUTION PREVENTION DTAILS GE03, Inc. TBPE FIRM REGZSTRATION N0. 12327 FIGURE W STANDARD WATER DETAILS 14379 SOUTH DOWLING ROAD 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 COLLEGE STATION, TX 77845 979.764.3900 (9'79)693 -3446 eee �1 1 P E DF e . . ............................. JOSEPH P. SCHULTZ . 1 �•• /ONAI. F-12327 SCHULTZ ENGINEERING, LLC. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ. P.E. NO. 65889 ON AUGUST 8, 2011. ISSUED FOR REVIEW SCHU LTZ ENGINEERING LLC TBPE NO. 12327 2730 Longnir e, Suite A College Station, Texas 77845 979.7614.2900 THE SEAL APPEARING @N THIS DOCUMENT WAS AUTHOffiZED BY JOSEPH P. SCHULTZ, P.E:, LICENSE NO. 65889 ON AUGUST 8, 2011. ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11 - 162 HIM M EMEM _- m �. SCHU LTZ ENGINEERING LLC TBPE NO. 12327 2730 Longnir e, Suite A College Station, Texas 77845 979.7614.2900 THE SEAL APPEARING @N THIS DOCUMENT WAS AUTHOffiZED BY JOSEPH P. SCHULTZ, P.E:, LICENSE NO. 65889 ON AUGUST 8, 2011. ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11 - 162 JULY 2011 t•* y � P �(6 CF TF,� *. i fir: ••� 't* JOSEPH .. O .................... SEPH P. SCHULTZ ... ....... _ 65889 n 3 G'• �iiii� r � -(0 -ll FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI- BROOKS INTERNATIONAL CENTER LOT 1, BLOCK I LAB ORA TOR Y B UILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS OVER WATERLINE IMPROVEMENT A , PLOTTING SCALE: FILE NAME: I I m N iTl N .p 0 - 0 < Z 0 1 'D 0 0 i 1 S A N 2 -12' M.J. GATE VALVE ON EXISTING WATERLINE : 3 0 0 N STA. - 0+02 12' M.J. GATE VALVE STA. - 0 +00 CONNECT TO EXISTING 12' WATERLINE I CITY LIMITS -� LINE I STA. - 1 +12.95 12' 22.5 M.J. BEND (VERTICAL DEFLECTION) SOUTH DOWLING ROAD ® 24' ASPH PVMT - R.O.W. VARIES 40 20 0 40 SCALE IN FEET 332 332 Number Start Station End Station Length Una /Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Z End Northing End Easting L1 0 +00.00 1 +25.67 125.67 N67' 57' 44'E PROFILE SCALE 10182380.58 3562099.17 10182427.74 3562215.66 L2 1 +25.67 1 +40.47 ai ° N7W 12' 44'E 1 " =40' HORZ. 10182427.74 3562215.66 10182430.51 3562230.20 C1 1 +40.47 1 +98.72 o N N76' 25' 51 "E 1"=4' VERT. 005'33'45" 009.5493 0.71 29.15 10182430.51 3562230.20 10182444.17 3562286.80 L3 1 +98.72 6 +36.27 437.55 N73' 38' 59'E 10182444.17 3562286.80 10182567.34 3562706.66 L4 6 +36.27 6 +59.42 a Z in 328 32 10182567.34 3562706.66 10182587.65 3562717.76 C3 6 +59.42 / mo^ o N24 51' 04'E 600.00 ` 007'35'50' 009.5493 1.32 39.84 10182587.65 3562717.76 10182659.79 3562751.17 L5 7 +38.98 11 +22.33 O N Ln N M N21' 03' 09'E 10182659.79 3562751.17 10183017.56 3562888.88 L6 11 +22.33 11 +84.18 LO in in Go n 1 N01' 26' 51'W 10183017.56 3562888.88 10183079.39 3562887.31 L7 11 +84.18 12 +07.78 N p_ N23' 56' 51'W 10183079.39 3562887.31 10183100.96 3562877.73 LS 12 +07.78 12 +66.02 58.24 N35 11' 51'W 10183100.96 3562877.73 10183148.55 3562844.17 32.4 - 324 i / 320 MEC ICAL WET' BORE WITH ENCASEMENT PIPE. 320 EN EMENT PIPE SHALL CONFORM TO AsrM GRADE B. / A139 BUTT GRADE A, OR AWWA C200-91 WELDED JOINTS WITH ENTIRE CIRCI MFERENCE WELDED BY A CERTIFIED WELD ^R SHALL BE IN ACCORDAI ICE WITH AWWA / C200 86 SECTION 3 / 4' MIN. / BURY 316 316 w O U. ° i p 312 312 z- in °^ 'nm +^ . M 1 to N ` p + 1 oM ll 308 308 4' MIN. 299 STEEL CASIN Mfft AUM 3/8' THICI, WATERLINE SHALL HA RESTRAINED JOI WITH SPACERS AN SEALED END CAP A5 g`9 304 304 wn ` Z M M O ° Z n ^ 300 300 'd -- M m° a p 0 U wF :90 MY U m w z oa m +N� . �p W 20 W 1- U i Z V N p�J In Z N 3 N 4 a N � N �N= 296 296 N N °W a N� 1- N °.- 0 00 u 0 00 00 00 00 O N �p CO O N N N o 0:j -i (0 O O t7 M r M ro ro 0 Z F N M t7 292' 292 En Z " 8 C " -0 +50 0 +00 1+00 2 +00 3 +00 4 +00 12" WATERLINE W -1 5 +00 6 +00 6 +50 Alignment Data: Waterline W -1 Number Start Station End Station Length Una /Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting L1 0 +00.00 1 +25.67 125.67 N67' 57' 44'E 10182380.58 3562099.17 10182427.74 3562215.66 L2 1 +25.67 1 +40.47 14.80 N7W 12' 44'E 10182427.74 3562215.66 10182430.51 3562230.20 C1 1 +40.47 1 +98.72 58.25 N76' 25' 51 "E 600.00 005'33'45" 009.5493 0.71 29.15 10182430.51 3562230.20 10182444.17 3562286.80 L3 1 +98.72 6 +36.27 437.55 N73' 38' 59'E 10182444.17 3562286.80 10182567.34 3562706.66 L4 6 +36.27 6 +59.42 23.14 N28' 38' 59 "E 10182567.34 3562706.66 10182587.65 3562717.76 C3 6 +59.42 7 +38.98 79.56 N24 51' 04'E 600.00 ` 007'35'50' 009.5493 1.32 39.84 10182587.65 3562717.76 10182659.79 3562751.17 L5 7 +38.98 11 +22.33 383.35 N21' 03' 09'E 10182659.79 3562751.17 10183017.56 3562888.88 L6 11 +22.33 11 +84.18 61.85 1 N01' 26' 51'W 10183017.56 3562888.88 10183079.39 3562887.31 L7 11 +84.18 12 +07.78 23.60 N23' 56' 51'W 10183079.39 3562887.31 10183100.96 3562877.73 LS 12 +07.78 12 +66.02 58.24 N35 11' 51'W 10183100.96 3562877.73 10183148.55 3562844.17 NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. WATERLINE PIPE MATERIAL 12" PVC, DR -14 (AWWA C -900, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. '3. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 4. THE WATERLINE CROSSING OF I &GN ROAD WILL BE BY MECHANICAL WET BORE IN ACCORDANCE WITH THE BORE PERMIT APPROVED BY THE BRAZOS COUNTY COMMISSIONERS COURT. 5. THE WATERLINE WILL BE EXTENDED WITH FUTURE DEVELOPMENT ON THE TRACT TO AN ADJACENT TRACT TO CONNECT TO A FUTURE WATERLINE OR CONNECTED BACK TO THE WATERLINE ALONG SOUTH DOWLING TO COMPLETE A LOOP. / I \ / f / 12" GATE N VALVE 12" GATE \ CONNECT TO EXISTING VALVE 12" WATERLINE # W/12" TEE " 1 I 12" GATE 12" WATERLINE \ VALVE N W -1 \ f \ _EXISTING 12" WATERLINE / / INSET A NTS STEEL CASING 72 LF INSTALLED BY MECHANICAL WET BORE STA. - 1 +25.67 12' 11.25' M.J. BEND (HORIZONTAL DEFLECTION) N 3 + 3 3 3 3 3 �- 2 tG, 0 3 +00 w -12 ° - W -12 W -12 w -12 W -12 +W -12 W -12 MIX PROPOSED 20' P.U.E. i P.U.E. WIDTH / VARIES , PROPOSED 15' P.U.E. 12' WATERLINE W 1 ' u+ sxs 3 3 3 3 3 3 3 3 5 +00 6 +00 -W -12 �� -w -12 w -12 -I W -12 W -12 I W -12 STA. - 1 +21 S T - 6 +36.27 12' M.J. GATE VALVE 12' 45 M.J. SEND (HORIZONTAL DEFLECTION) sra - 1 +1s 12 °22.5 M.J. SEND 1 - 1- 1-- 1- 1- 1- 1 1 1- 1- 1- 1- 1- 1- 1- 1- 1- 1- 1 -1 -1 -1 (VERTICAL DEFLECTION) SCHULTZ E N G I N E E R I 1 V G LL C THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longm r e, Suite A NO. 65889 ON AUGUST 8, 2011. College Station, Texas 77845 ISSUED FOR REVIEW A( A.I V .VaVV SURVEYED DESIGNED DRAWN APPROVED - DATE KERB JPS RCF JPS 11 -162 JULY 2011 EN MEN STEEL CASING 72 LF INSTALLED BY MECHANICAL WET BORE STA. - 1 +25.67 12' 11.25' M.J. BEND (HORIZONTAL DEFLECTION) N 3 + 3 3 3 3 3 �- 2 tG, 0 3 +00 w -12 ° - W -12 W -12 w -12 W -12 +W -12 W -12 MIX PROPOSED 20' P.U.E. i P.U.E. WIDTH / VARIES , PROPOSED 15' P.U.E. 12' WATERLINE W 1 ' u+ sxs 3 3 3 3 3 3 3 3 5 +00 6 +00 -W -12 �� -w -12 w -12 -I W -12 W -12 I W -12 STA. - 1 +21 S T - 6 +36.27 12' M.J. GATE VALVE 12' 45 M.J. SEND (HORIZONTAL DEFLECTION) sra - 1 +1s 12 °22.5 M.J. SEND 1 - 1- 1-- 1- 1- 1- 1 1 1- 1- 1- 1- 1- 1- 1- 1- 1- 1- 1 -1 -1 -1 (VERTICAL DEFLECTION) SCHULTZ E N G I N E E R I 1 V G LL C THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longm r e, Suite A NO. 65889 ON AUGUST 8, 2011. College Station, Texas 77845 ISSUED FOR REVIEW A( A.I V .VaVV SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB JPS RCF JPS 11 -162 JULY 2011 / blot g � of r •• 5 JOSEPH P. SNTT 65889_ ,i o .l\ I tIRM # 12327 SC HULTZ ENGINEERING, LLC TDI- BROOKS INTERNATIONAL CENTER LOT I, BLOCK I LAB ORA TOR Y B UILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS WA TERLINE W- 7 STA. 0 +00 TO 6 +00 PLAN AND PROFILE SI;ALC VERTICAL 1 " =4' HORIZONTAL 1 " =4U PLOTTING SCALE: 1:1 FILE NAME: 11 -162 r z N \� o E / PROPOSED 6 / �2 20' P.U.E. � � \ X12 a .� ` � -�- •` ` E `` �- ` ` / / ?i \ STA. - 7 +71.68 / 12' M.J. GATE VALVE W -12 ` STA — 7 +75 �— � �2 12' WATERLINE W f FIRE HYDRANT ASSEMBLY 9 +00"� \ NO. 1 X W/ VERTICAL EXTENSION W 1 a FDC STA. - 12 +07.78 \ PROPOSED �' W tk ` 12' 11.25 M.J. BEND \ 15' P.U.E. ` (HORIZONTAL DEFLECTION) W-12 0 11 +22.33 STA. - 11 +84.18 t - 12' 225 .' M.J. BEND 12' 22. 5 M.J. BEND (HORIZONTAL DEFLECTION) (HORIZONTAL DEFLECTION) t- \ NOTES: L'J \ 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO 1 \ MATCH FINAL GRADE. 2. WATERLINE PIPE MATERIAL 1 \ 12" PVC, DR -14 (AWWA C -900, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR \ EMBEDMENT AND BACKFILL REQUIREMENTS. 3. EXISTING GROUND PROFILE SHOWN IS BASED ON \ FIELD SURVEY DATA. 4. THE WATERLINE WILL BE EXTENDED WITH FUTURE 4 r DEVELOPMENT ON THE TRACT TO AN ADJACENT \ TRACT TO CONNECT TO A FUTURE WATERLINE OR \ \ \ CONNECTED BACK TO THE WATERLINE ALONG SOUTH DOWLING TO COMPLETE A LOOP. STA. - 12 +66.02 4' BLOWOFF ASSEMBLY SEE `� INSET 12 +46.02 / 12' M.J. GATE VALVE x STA. - 12 +42.02 X FIRE HYDRANT ASSEMBLY / NO. 2 W/ VERTICAL EXTENSION / STA. - 12 +21.83 \ 12' X 6' M.J. TEE %12" A. - 12 +20.02 ( ) M.J. GATE VALVE r 40 20 0 40 SCALE IN FEET '; 344 344 DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11 -162 JULY 2011 PROFILE SCALE 1 " =40' HORZ. ® N MALTA 6*111 RN , 1"=4' VERT. 340 340 336 Llu 336 o mr .-- a N d' Z W 41 CL ca cq _-- � °°' N +; 332 332 J MIN. M m n D Ix N BURY n N •_: 0.69% 328 328 to En W CO Q J J C 0 in n cn m m O En c mo In X rn u o 324 324 J �: MJO{ N O ii W � + N M W N � 04 O ol m m W O (.j0 N� - yU + � M W OV mW O II ( }+jJ d ' + - i + J n �m N m'O � � Z N O p (00 17 :g +O —� W 11 n� 00 .- 1-z +NZ H N +�eN- cli r 320 320 W m Ma M w m C7 "N �N0N .- + O N v IA .- ?� M Z ~ W duo s + N v X — NZ 316 316 I m cq 0 o LO Iq ° o N N N N N `' M M 00 00 00 00 C O) 04 O) 01 to O tM M K rN 312 312 5 +50 6 +00 7 +00 11+00 12 +00 13 +00 / 2" GATE \ 4" FIRE VALVE \ � \ SPRINjER I \ SERVICE / 4" GATE I / VALVE 2" (PRIVATE) DOMESTIC "# WATER 1 6 "X4SERVICE ' REDUCER 6" WATER TEE � METER I I i 1 6" GATE 1 VALVE ` W-12 x-12 W-12 W-12 W-12 , 12 "X6" / 12" GATE TEE / VALVE / INSET A NTS SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longinir e, Suite A College Station, Teas 77845 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E•, LICENSE NO. 65889 ON AUGUST 8, 2011. ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11 -162 JULY 2011 ® N MALTA 6*111 RN , SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longinir e, Suite A College Station, Teas 77845 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E•, LICENSE NO. 65889 ON AUGUST 8, 2011. ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11 -162 JULY 2011 8 +00 9 +00 10 +00 12 WATERLINE W - 1 &P. �E OF . k.' JOSEPH • P .. . JOSEPH FIRM # 12327 SCHUL ENGINEERING, LLC T D I B -L"?OOKS LA q , / l 9 IL " IN TDI -BR 0 OKS INTERNATIONAL CENTER LOT >, BLOCK 1 LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS SCALE VERTICAL 1 " =4' HORIZONTAL 1 " =40' PLOTTING SCALE: 1:1 FILE NAME: 11 -162 cn 0 W CINDER OLOI 1 O O ) TER FABRIC ,'TO COVER RAIN INLET SAND FILTER FABRIC HAY BALES ROCK SIZE —a, 77" METAL T -POST NOTE: AS REO'D. TO MAI ITAtN. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND /OR FILTER SEOIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS . �' ..... .. ,..... ��� SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM ORAININLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT D EGRADE DUETO AT U 05PHERIC CONDITIONS STORM DRAIN INLET PRO`T'ECTION SANG GAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. sWPPI -00 NOTE= "MINIMUM 12' SHALL BE FULL HAY BALES ARE USED TO DETAIN AND /OR FILTER SEDIMENT -LADEN WIDTH OF SITE ENTRANCE RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. 5D . , t0 METAL T -POST — REQ'D. TO MAINTAIN. HAY BALE n! ul m ai ni � Ip W W EROSION CONTROL ALONG DITCH WEPAIM SWPP1 -01 2 "X4° WIRE MESH 50• FASTENED TO T -POST SEOVXNT CONTROL FABRIC �.OVt FASTENED SECURELY TO T -POST b WIRE MESH METAL T -POST 8 OF FILTER FABRIC TO EXTEND A AS REQ'0. TO- MAINTAIN, INTO A TRENCH AND BE ANCHOREO --mot SPACED 6' APART WITH COMPACTED BACK FILL NOTE: SILT FENCE AND /OR ALLOW 2.5• TO VAT TOE OF DRESS WITH ADDITIONAL HAY BALES TO BE, SLOPE FCR SEO9ENT TO STONE AS NEEDED. USED IN AREAS OF ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. STONE IS TO BE MAINTAINED DRAINAGE FLOW. SO AS TO PREVENT NATURAL GROUNDS l _..mm (W p1.OW 4 "X4" MIN. TRENCH 4 ° 20" SILT FENCE ASSEMBLY SWPPI -03 6" YIN. DEPTH STONE TASTY 0448. Y' TO Q — VARIES—] 50• TO low GEOTEXT E FABRIC WITH SAME SQUARE �.OVt FOOTAGE. A �— EXISTING STREET --mot NOTE: 6° MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONS T RAF FI C FROM GEOTEXTILE FROM TRACKING MUD ONTO TRACKING MUD O FABRIC ADJACENT PUBLIC STREETS. S.ECTIO v A A SUBGRAOE 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 HYOROMIJECHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOUIREO. BAREO AREAS SHALL BE SEEDED OR SODDED WIT 14 CALENDAR DAYS OF LAST DISTURBANCE. AFMOVEO EROSION CONTROL MEASURES MUST SE INSTALLED DIIbR NG THE • ENTIRE TIME THAT EARTH HAS BEEN BARED BY CCVSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS CCAIIPLETE AND THEN REMOVED BY CONTRACTOR. All EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CITY OF BRYAN The Good Life, TexasSVe. DRAWN BY: C.I.M. DATE: - 01-01 -09 SCALE: N T S APPROVED: W. P. K. FIGURE: SWPP S H E ET 1 OF 1 - NOTE- GENERAL NOTES: t. VALVE EXTENSION TO BE USED 1. FINELY ONIQED EARTH FREE OF ROCK.LUMPS AND CLODS EXCEEDING 6" i 0. 1, 2 4" X 2 4" X W ONLY WHEN TOP OF GATE V.v SHALL BE PLACED BY HAND. AND COMPACTED MOUND THE CAST EON PIPE STANDARD FIRE HYDRA! 1 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FRI§ TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFB•L LS BEGUN GATE VALVE 1 FpE+,0 ,('R W /VALVE 80X STRENGTH o 2000 psi BY MY MECHANICAL EQLAPMENT. • D �. WTS( 0 4 BAR AROUND 2. ALL VALVE OPERATING NUT 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQtli?E f EEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A URN" OF 2 SQUARE FEET OF AND P AIN WITH TWO (A) BEARIN AREA OF CONCRETE ON UNDiSTURSEO SOIL. OR AS DIRECTED BY VE AS REO 'MIN COPPERHEAD SNAKEPIT TEST COATS OF METAL PAINT, THE ENGINEER. TEE OR TAPPING SLMVE STATION (LIGHT DUTY) OR 3. EXTENSIONS SHALL BE & VAL Eo APPROVED EQUAL OF ONE tl! FOOT LONG. A MINBAUMI 4 • WATER MAINS WILL NOT BE FULLY PRESSURIZED UNtB. CONCRETE HAAS AS I REACHED 7 DAY STRENGTH. REQUIRED 4. VALVE BOX LIDS LOCATED ON 5. ALL PIPE WILL BE LAID SO , AS THE ENTIRE SARRELL WILL HAVE FULL VIEWA. -A VALVES TO ISOLATE FIRE BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH BELL AND FIRE HYDRANT- WATER LINES SHALL BE AMPro USA. LL562 LOCKABLE Li - 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWLSE DIRECTED- ANCHOR 9D BE 7 HYDRANTS SHALL BE THE BACK OF CURB TO�THE FACE OF THE STEAMER ON THE FIRE HYDRANT- STANDARD FOIE HYDRANT WiV 80X VALVE BOX PER SPECS. STANDARD ER2E HYORMI COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX STATION (tIGHi DUTY) QR EXTENSION AS NEEDED EXTENSiO V IT A T A A f 3 APPROVED EQUAL FINISHED GRADE CENTERING COLLAR- E �Q TERMINATE OP 4OF ' TO w FROM T BOX. '- A E AS REQ'D - MIRY LwE FIRE HYDRANT LOCATION EX E WITHA NUT CENTERING COLLAR REALIGN AS NEEDED TERMINATE 4• TO 5' r FROM TOP OF BOX. # H, STD. - 6" 0.1.OR 0909 PIPE io GATE VALVE 6" M,T mom STD. GATE VALVE N1t WILTS COUPLING H SS WI AWWA C9N10 W /STAINL,ESS C TIE ! PEA GRAVEL - FILL PRESSURE PALE STEEL SOLIS BLO KING j TO 1 FT. A80VE �' ' p 24'• X 24'• X 6" _ WEEP HOLE 28 -DAY CONCRETE STRENGTH w 2000 p si INSULATED ® I WITH BAR AROUND go. ND PVC OR 0.1. PIPE "' '' ' ' �' THRUST BLOCK p p COPPER TRACER j ALL VALVE BOX. WERE WIALL SPLICES - "`' - I MADE USING APPROVED WATER TEE OR TAPPING BLOCK USING t2 °x12 "x4 TIGHT CONNECTORS SLEEVE & VALVE CHANICAL JOINTS i PRECAST CONCRETE AS REQUIRED WiTH SET SCREW BLOCK jfl �i�A -A BLOCK AS DIRECTED. RETAINER GLANDS IAN.61NIENSION APPROX. OR MEGA LUGS 6" X 12" GRADELOK EQUAL TO ONE BAS OF W/M.J.SPLIT GLANDS SACKREE BLOCK AS 012RIECTE (ROTATE TO FINAL GRADE) OPTIONAL GATE VALVE & BOX STANDARD FIRE HYDRANT ASSEMBLY WI -00 V1 -02 2" SQUARE x 2" HIGH C1QPP NVED EAO I JPIT TEST LA COAT LID WITH OPERATING NUT g (L H OU Y) OR X RE: °ER TO TECHNICAL �ccCT[ppN 09 03 12 BLUE ENAMEL PAINT APPR EQUAL FOR TRACER INURE WST-ALTION COPP RtEAD SNAKEPIT TEST AAPPROVVEDLEOOUAL�TY) DR t GROUND LEVEL VALVE OPERATING NUT 24° METAL DETECTOR TAPE , r... rrnvrr METAL DETECTOR TAPE EXTENSION 0p MAX. 8 XtSTO.) TtffCKNESS STEEL PLATE e/ 90•CUi -OUT 48" LOW VOLTAGE DIRECT BURMA(. min. TRACIN g WEigg ELECTRICAL WR2E CONNECTOR 1" CIA STEEL ROD 1490 SQLi COPPE SQUARE SOCKET 2" DIA INSIDE 2114" DEPTH TWO 31W SET SCREWS ON wa/ MIN WALL EITHER SIDE TO LOCK THE TYPICAL UTILITY PPE TYPICAL UTILITY PIPE THICKNESS) M TO BE iwr sl wlT --- -1 Z�l I OUTSfDli EDGE OF BOTTOM SOCKET. * TRACER WiRE MUST BEiALLEO DEAD Eta SHW t TO THE PIPE AT G'AT'E VALVE EXTENSION MD'¢V�ERVAL.S. A. M )C E o oa �E• 71-011 UTILITY PIPE LOCATION MATERIALS FUTURE CONNECTIONS w-i -03 PIPELINE MEGALgqG OR - NOTES: WARNING SIGN MAN LIRE FEW A 1. FURNISH AS SHOWN ON PLANS RETAINER AND ON ALL VALVE :IGN POSTS. •' B L AC K -"-, 2 . SIGNS TO BE FROM 20 G STEEL BAKED ON GIRT RBEO ENAMEL FINISH. FURNISH ONE � • , • b DIRT 10" RGRM PIPELINE WARNING AND ONE VALVE SIGN v .. o ' ' v • o ' ..n 24" !l1N. :+:'; CDNTACT Tie cilY AND ONE POST FOR EACH VALVE END OF LINE BEFORE EXCAVATING WSTA AND AT OTHER Q I C1tP /PLUG YELLOW L OCATIONS PL FORM SAME NUMBER O PLANS. M. J. TEE WATERLINE • ' � •' � ' •' 032 CROSS _ BACKGR t4" REPLACEMENT SIGNS AS FOR EACH wt INSTALLED (OMITTING VALVE VAL V NUMBER ON VALVE SIGN BLANK) BEDDING SAND (NOT A SEPARATE PAY ITEM!! 7" N�. 3'X 3'X 6 2" BLACK PRESSURE CONCRETE SLAB SENSITIVE (AMBERS 1 1 1 A TO BE ADDEO AFTER ° 24" WHITE IO "E BASIC SIGN HAS BEEN ' Mo. P:LAN VIEW. BACKGROUND. PAINTED. W PLUG UNDISTURBED DIRT COMPACTED SELECT VALVE IDENTIFICATION SIGN ® PFELgRE WARMS SIGN ' FILL = FI LL _ 4•.0•• '�" 8' BLUE. HEAVY DUTY. WING VALVE BDX AND SHAFT EXTENSION CHAt�HREL Posr 4•.p^ CAST IRON VALVE BOX COVER 2' X 4' X 6 .. . CONCRETE SLAB 'X 4'X 6" CONCRETE SLAB 0" NOT GREATER 4 F ACK IL T 5 "' "`' •'" AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" AT W/RETA D P GL ? CONCRETE AT BEND AND PLUG. SECTION.A-A Z I NOTE: DONENSiON FOR CONCRETE VARIES WITH WATERLINE SIZE T HRUST BLOCK NOTE: RESTRA24EO JOINT 6" M. J. ELL PLACED ON ' COMPACTION WITHIN LIMITS WITHRUST BLOCK UNDISTURBED SOL INSTALL ANCHOR COUP ASSEMBLY SHALL BE 95t AND REDUCER AS REOUi RED END OF LINE BLOCKING STANDARD DENS PER ASTIR 0698 IN -LINE BLOW OFF ASSEMBLY VtT3 -00 W3 -O I NOTE: 1. EMBED COPPER LIRE IN TAMPED SAND FROM BRONZE INSECT SCREEN fr" DN•V. ELL UNDISTURBED SO TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP GALV. NIPPLE �/� REMOVE AND DISCARD SIDES OF COPPER- PIPE. 1 (- AFTER USE MIT PLUG VALVE BOX AND SHAFT EXTENSOM 2.PAYMENT FOR BID ITEM OF AIR RELEASE VALVE" AIR RELEASE/VACi UM 1 EXIST. 4• -p" 2' CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS. AS SHOWN N BREAKER VALVE 2" METER BOX WITH 1 DETAIL., INCLUDING TAW LIRE TAPPING SADDLE. VALMATIC MODEL 101•tt°) CAST WON Lflf 1 SCI.40 GALV. PIPE X 4• X 6° CONCRETE SLAB UM SiZE SHALL BE t" DR 2 ". OR MODEL 102 (2 ") OR j rr.. AFTER BLOW -OFF 4.9ZE OF LIVES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX PO N INSTALL MALE QUICK P TRENCH AR ADFALPOERCONTROL LY ROX MODEL: PHR3 (t") WITH EXIST. GRADE CONIECiHON &CAP OR AN APPROVED HEAT OR MODEL PHR2 12 ") EQUAL WITH HEAT OR APPROVED 4'• APPROVED EQUAL __ •.._ ........ - Tmvn - BRASS BALL VALVE PIPE MATERIAL W TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) BRASS THREAD PIPE WATER a MAW IRON PPE THREAD COMPRESSION FMTT BRASS ELL MIT TAPPED CAP AM BALL GATE VALVE {JN E g CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON 8E IN ACCOft�A G WITH TYPE "K" COPPER TUBING 8E IN OETA W3-00 WITH MAIN UNDISTURBED 504. DETAIL W3 -00 BRASS NIPPLE 4" END OF LINE TAPPING SADDLE W/ CORPORATION STOP 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE •W3 -02 FW3-031Vt� - 3 -04 NOTE= USE POLYETHYLENE WRAP OR TEE 'SCHEOLTLE NDi£S: ,,, EQUAL BETWEEN CONCRETE & PLUG BRASS CURB STOP >fl THRUST C A VOLUME t. NO SPLICES N COPPER TUBING WILL BE ALLOWED 4, MMATERIAL USED SHALL BE AS SPEC RED OR AN O 3 TO PREVENT CONCRETE FROM Gi 1 11 11 ' ' BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. WiTH PLUG (REF) - � STICKING TO PLUG. 4 6 8 S.t t. 0.3 FOR SINGLE SERVICE OR BETWEEN THE SERVICE o 1D 1L 15 D. SADDLE AND THE WYE FOR DOUBLE SERVICE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WITH THE E MAIN L b EXTENSIONS ARE TO BE ^ 4• � - - _ �- - C 2.11T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH i1LINE C@NSTRUCTION. _....._ TQ PRESSURE TEST L9E IfA 901ATELY AFTER THIS STREET CROSSINGS HAVE BEEN INSTALLED. 7, i,ETERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. 3. MARK EACH SERVICE Eta WiTH METAL '7" POST 8. LIT CORNERS SHALL BE MARKED WITH A LATH UNDER PAINTED BLUE VIEWA A 3 15C THE SUPERVISION F A RPLS UPON COMPLETION OF a CONS T RUC T ION. DOUBLESERVICE p ; _ �� ONC. CURB & GUTTER t>r Rai a• POUR AGAINST • ° A UNDISTURBED EARTH 2 ' TES THRUST -BLOCK BALL /S1311V, --- 2' MIN, **:SEE TECHNICAL. SECTION 33 12 13 WITH � THRUST B OCK NOT�SL FOR MATERIAL REQUIREMENTS - (2 FO 1. ALL CALCULATIONS ARE BASE ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER POPE. Z• PLACED AGAINST UIDISTI ABEOE ARTH OB ROCK. BE 4' MIN. 3. CONCRETE FOR BLOCKING SHALL 8E 2000 psi. APPROVED SERVICE SADDLES A 4. DI1,tENS10NS mAY BE VARIED AS REQUIRED BY FIELD WHERE FOR DUCTILE AND PVC.OR TYPE I'M CONCRETE NG SHALL MESS THAN SHOWN HERE. TAPPE TEE FOR DOUBLE S 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE CORP STOP i t DOUBLLEE SERV )E BLOCKING HAS REACHED 1500psi. V - i2 " K COPPER�Ti18faG�N�D CUT-OFF BEFORE WYE THRUST BLOCK DETAILS WATER LINE !SEE NOTE 1) NEW WATER SERVICE POUR CONCRETE AGAINST E ONCRE _ 8E a� JOINTS (SHO.RTAADLONGSIDE) UNDISTURBED EARTH W2 -9I T NCH p- PIPE WATER STRUCTURAL BACKF&L AREA INCLUDES T ALL PAVED AREAS NSiDEWALKS. STREETS. ALLEYS. r * :..: DRlVEWAYS .AW PARKING AREAS) AND SHALL F ,.EXTEND WSEYOND THE CURB LOB. STRUCTURAL SACKFILL SHALL BE CEMENT STABILIZED !OPTION ' - ;`. ' NO.2 IN W4 -03) OR EXCAVATED SOIL COMPACTED X \ to MAY_ USY1fOM! [)RY OENSIiY AS PER ASTM O69A NEAREST BILL - I . �tAY. t1 . 6'8" TYP.. AX UAW . RA" 7YR . 6'8 TYP . IVAY 1 , - I - (OPTION N0.1tN W4 02) OF QPTDJIUAR - : - -- EA. P �) ..; T kM OPTIMUM TO -4 1 Y. WET r .: •.,.: .;• :;r. -• • :',: PIPE • .42" DENT y' • • • ' ' : •: t: � � T r � �• STEEL CASING G CARRIER PIPE CASING SPACER POUR CONCRETE 1 -PC. ER _ Z 0q AGAINST UNDISTURBED O p�P- PAVEMENT AREAS N WAT oU ' TER EARTH Cf� PAVEMENT NEOPRE END AD.IUSTABLE TOP RUNNERS SECTTONX-X PZ�AIiT VFW �� �� CL� ST MST * OR t. TO MAINTAIN 8 7 cLR, B/C "PSr' URI HORIZONTAL THRUST BLOCK SCHEDULE BAND CLAMP STEEL CASING •, : •SIpEWALit NOTE: CASING SPACERS AT SPRINGLRE BEND SIZE A i111 R 1 11 C U\1 U G 1( 1 VO E c.� INSKATED; APS. W_111100 SS18" 6 B- 5.0 t.S 1 1.5 65912.7 0,4 �. 10.12 6.5 2.5 1.5 1.214.0 1.0 45. 6 2.0 2.AL 1.50.9 1.5 0.2 2-3.5 2.5 1.5 1.2 2.2 0.5 22.5. 6.8" L5 LS 1.S 0.9 0.8 0.1 10.12 2.0 2.5 1.5 L2 1.1 0.3 11.25• 6.8" 1.0 1.5 1.5 0.9 0.4 0.1 10.12' 1 1.5 1.5 1.5 L2 0.6 2.1 TYPICAL HORIZONTAL CASING' DETAIL ' THRUST BLOCK W2 -00 . W2 -02 W2 -03 NOTE: y ITY 1. STAtIO SPECsFICAT10N WATER AND AND SEWER L aN TRUCTle 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHMCAL SPECIFICATIONS. 3. 9I&V 8 WS EE�RREO. WET 80RWG ALLOWED ONLY WHEN APPROVED BY 4. PIPE CROSSING A ROADWAY SHALL E INSTAL(,EO A80VE THE MAIN IT TIES INTO �IT p BEND SUCH THAT THE CAH�IER PPE CAN Be PULLED ABOVE THE PARALLEL 2'-0" INN• ENCASEMENT 2' -0" MN. OPEN CUT OPEN CUT LIMIT LIMIT WIDTH OF PAVEMEN GATE VALVE MIL. SIDEWALK MAY BE OPEN CUT OR BORED AS TFR NOTE( L Si0RN0 MORE 5 EATtONOR WATERANDSEVERLtNIE 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHIIICAL SPECIFICATIONS. 3.ORY BORING IS REQUIRED. �H�, g� R R 4, &TN A BEtI THAT TIRE CARRIE &E L FIN B 8 V° E THN LINE GATE VALVE - 3' -0" BELOW DITCH FLOW LINE. 1p I�__ . •l\4VYU.YV CARRIER PIPE-' STEEL CASING-, CARRIER PIPE-' TYPICAL URBAN CITY STREET CROSSING 4 -00 TYPICAL RURAL STREET CROSSING 0 SELECT MATERIAL MATERIAL EXCAVATED FROM T[iE OtTCH. (WHICH fS FREE OF ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAW TWO 12) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST OWNSiON). COMPACTED TO A BOTTOM! OF SIB -GRADE PLACE METAL DETECTOR INAR FUTURE STREET PLACE METAL DETECTOR MINIMUM OF 907. OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A i ORMUM OF 24" OPTIMUM TO -42 OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PiPE ABOVE TOP OF PIPE AREAS 1Ro.. YARDS, PASTURES. EASEMENTS) AND TO A IUNIMIN OF 98X. OF MAXIMUM DENSITY AS DETERMINED '' "" := :' ••• BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPT9IUM Tp •4X OF OPTMUM 1!I$)ER HEW STREET = i•�. ® SELECT MATERIAL :� - -, �° _,I; •• AtRD PAVEMENT AREAS. ; •�I: SELECT MATERIAL, CO CEMENT STABLIZED SAND ©(tWIN1)ALLY 0 GRANULAR MATERIAL =` "`'":` ©(MANUALLY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE `:' CONSOLIDATE MATERIAL • ,: �� ` ^y • OPTIMUM MATERIAL DETRIMENTAL QUANTITIES OF CLAY. OEBAIS. OR ORGANIC J. AT OPT ;:.. AT OPTIMUM ;.' `I MATERIAL AND WHICH. WHEN TESTED BY STANDARD - `•_ -::•. ' MOISTURE) T T F 7 MOISTURE) .. i• ::::: LABORATORY METHODS. MEET HE FOLLOWING REQUIREMENTS 4 4 =: t: MAXIMUM LIQUID LIMIT 45 ' (':::: l : -::. UNDISTURBED 504. MAXIMUM PLASTICITY INDEX 15 � UNDISTURBEO SOIL 1 k- MAXIMUM PERCENT PASSING NO.200 SIEVE 35 J PIPE N, o o MINIMUM PERCENT PASSING 3/4 SIEVE 100 O.D. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL 6' MIL. /12" MAX. NOT ADHERE TO FORM A BALL WHEN PRE55E0 IN THE HAND. 6" MN. /12" MAX. OPT YON NO. I Q CEMENT ST ABILIZ E SANG OPTION NO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS GENERAL NOTES: J � ,% ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROVUL.CHIEO AND WATERED UNTi, GROWTH IS ESTABLISHED. IN DEVELOPED MEAS 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 REMOVEO BY CONTRACTOR. ALL EROS01 CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. VE 8dx NOTES: 1. FOR SEDDWG AND TRENCHING WITHN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL SEhDWG & INSTALLATION OF PVC PIPE SHALL FaR pACCPREANCE WITH ANSi /AWWA STANDARDS 3. ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI /AWWA CISOIA21.50 4, T C • ION SHALL BE ATTAINED BY MECHANICAL S. PRESEN OF THE C T E�NG ER ESTEO IN THE 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT -OF -WAY. SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY, B. SEE "OPEN CUT OETA8.5" ST4- 00.ST4 -018. ST4 -02. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPO ON CEMEN MENT�BL� NA TIVE T OCKSHAHAi. BE MATERIAL II LENGTH. NO BEDDING SAND IN THIS AREA. w Z O_ N c=.t ar DRAIN BY: C.L.! DATE 01 -01 -0 SCALE: N T APPROYEO: t FIGU SHEET I 5• 4- RUNNER MNATIHRU 24 8" WIDE BAND STAINLESS CASM011 OR 6•RIPINER MIN. STEEL (TYPE 304) 124 "•42" M CASING! STAINLESS PROVIDE 4 STL. TYPE30418" WIDE BAND NEOPRENE INSULATION SLEEVE wi POLYMER R1�RS: CENTERED RUNNERS AT ,so BETWEEN PIPE AND BAND OR HON•CENTEREO :CLEAR BELL. BOTTOM M11 RESTRAINED FROM FLOTATION( POLYMER RUNNER (TYP) INSKATED; APS. W_111100 SS18" STRUCTURAL BACKFILL AREA OR -CASCADV TYPICAL HORIZONTAL CASING' DETAIL ' THRUST BLOCK W2 -00 . W2 -02 W2 -03 NOTE: y ITY 1. STAtIO SPECsFICAT10N WATER AND AND SEWER L aN TRUCTle 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHMCAL SPECIFICATIONS. 3. 9I&V 8 WS EE�RREO. WET 80RWG ALLOWED ONLY WHEN APPROVED BY 4. PIPE CROSSING A ROADWAY SHALL E INSTAL(,EO A80VE THE MAIN IT TIES INTO �IT p BEND SUCH THAT THE CAH�IER PPE CAN Be PULLED ABOVE THE PARALLEL 2'-0" INN• ENCASEMENT 2' -0" MN. OPEN CUT OPEN CUT LIMIT LIMIT WIDTH OF PAVEMEN GATE VALVE MIL. SIDEWALK MAY BE OPEN CUT OR BORED AS TFR NOTE( L Si0RN0 MORE 5 EATtONOR WATERANDSEVERLtNIE 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHIIICAL SPECIFICATIONS. 3.ORY BORING IS REQUIRED. �H�, g� R R 4, &TN A BEtI THAT TIRE CARRIE &E L FIN B 8 V° E THN LINE GATE VALVE - 3' -0" BELOW DITCH FLOW LINE. 1p I�__ . •l\4VYU.YV CARRIER PIPE-' STEEL CASING-, CARRIER PIPE-' TYPICAL URBAN CITY STREET CROSSING 4 -00 TYPICAL RURAL STREET CROSSING 0 SELECT MATERIAL MATERIAL EXCAVATED FROM T[iE OtTCH. (WHICH fS FREE OF ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAW TWO 12) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST OWNSiON). COMPACTED TO A BOTTOM! OF SIB -GRADE PLACE METAL DETECTOR INAR FUTURE STREET PLACE METAL DETECTOR MINIMUM OF 907. OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A i ORMUM OF 24" OPTIMUM TO -42 OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PiPE ABOVE TOP OF PIPE AREAS 1Ro.. YARDS, PASTURES. EASEMENTS) AND TO A IUNIMIN OF 98X. OF MAXIMUM DENSITY AS DETERMINED '' "" := :' ••• BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPT9IUM Tp •4X OF OPTMUM 1!I$)ER HEW STREET = i•�. ® SELECT MATERIAL :� - -, �° _,I; •• AtRD PAVEMENT AREAS. ; •�I: SELECT MATERIAL, CO CEMENT STABLIZED SAND ©(tWIN1)ALLY 0 GRANULAR MATERIAL =` "`'":` ©(MANUALLY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE `:' CONSOLIDATE MATERIAL • ,: �� ` ^y • OPTIMUM MATERIAL DETRIMENTAL QUANTITIES OF CLAY. OEBAIS. OR ORGANIC J. AT OPT ;:.. AT OPTIMUM ;.' `I MATERIAL AND WHICH. WHEN TESTED BY STANDARD - `•_ -::•. ' MOISTURE) T T F 7 MOISTURE) .. i• ::::: LABORATORY METHODS. MEET HE FOLLOWING REQUIREMENTS 4 4 =: t: MAXIMUM LIQUID LIMIT 45 ' (':::: l : -::. UNDISTURBED 504. MAXIMUM PLASTICITY INDEX 15 � UNDISTURBEO SOIL 1 k- MAXIMUM PERCENT PASSING NO.200 SIEVE 35 J PIPE N, o o MINIMUM PERCENT PASSING 3/4 SIEVE 100 O.D. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL 6' MIL. /12" MAX. NOT ADHERE TO FORM A BALL WHEN PRE55E0 IN THE HAND. 6" MN. /12" MAX. OPT YON NO. I Q CEMENT ST ABILIZ E SANG OPTION NO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS GENERAL NOTES: J � ,% ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROVUL.CHIEO AND WATERED UNTi, GROWTH IS ESTABLISHED. IN DEVELOPED MEAS 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 REMOVEO BY CONTRACTOR. ALL EROS01 CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. VE 8dx NOTES: 1. FOR SEDDWG AND TRENCHING WITHN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL SEhDWG & INSTALLATION OF PVC PIPE SHALL FaR pACCPREANCE WITH ANSi /AWWA STANDARDS 3. ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI /AWWA CISOIA21.50 4, T C • ION SHALL BE ATTAINED BY MECHANICAL S. PRESEN OF THE C T E�NG ER ESTEO IN THE 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT -OF -WAY. SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY, B. SEE "OPEN CUT OETA8.5" ST4- 00.ST4 -018. ST4 -02. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPO ON CEMEN MENT�BL� NA TIVE T OCKSHAHAi. BE MATERIAL II LENGTH. NO BEDDING SAND IN THIS AREA. w Z O_ N c=.t ar DRAIN BY: C.L.! DATE 01 -01 -0 SCALE: N T APPROYEO: t FIGU SHEET I