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HomeMy WebLinkAboutWater Details PlansNOTE: GENERAL NOTES; 0I' 1. 1. VALVE EXTENSION TO BE USED 1, FINELY OIvIpED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" 1 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE STANDARD FIDE HYORAN I 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN GATE VALVE STRENGTH a 2000 psi FINISHED GRADE. 8Y ANY MECHANICAL EOUIPMENT. . W/VALVE BOX D D WTIH ■4 BAR AROUND ' I ALL VALVE 80X. 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH ■ 2000psi, WATER LINE AS REOUIRE' + -7o . - • OF STEEL SIZED AS NOTED AND PAINTED TWO 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF WITH t'1) COATS OF METAL PAINT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY 'MIN COPPERHEAD SNAKEPIT TEST THE ENGINEER, TEE OR TAPPING SLEEVE & VALVE AS REOUIRED STATION (LIGHT DUTY) OR APPROVED EOUAL 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS AS I REACHED 7 DAY STRENGTH, REQUIRED t UIET�VA - A 4. VALVE Box LIDS LOCATED ON VALVES TO ISOLATE FIRE 5. ALL PIPE WILL 8E SO AS THE ENTIRE BARBELL WILL HAVE FULL SUPPRESSION LINES FROM PUBLIC BEARING ON THE FINEINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT, t WATER LINES SHALL BE AMPro USA, LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90' BEN 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 z COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STANDARD FIRE HYDRAN �- STATION (LIGHT DUTY) OR APPROVED EQUAL EXTENSION AS NEEDED EXTENSION WITH NUT FINISHED GRADE A �A + 3 f7lll CENTERING COLLAR. TERMINATE 4' TO 5' t,, O FROM TOP OF BOX, A 6.. q 6:: LINE BURY T AS RED, ° FIRE HYDRANT LOCATION SQUARE AWWA NUT EXTENS2" INWITH CENTERINGG COLLAR. CENTER REALIGN AS NEEDED TERMINATE 4' TO 5' ( � FROM TOP OF BOX. 6" STD. 6" 0.1.OR C909 PIPE e E oLVE 6" MJ ANCHOR STD. GATE VALVE WITH COUPLING AWWA C900 W/STAINLESS CON RETE I PRESSURE PIPE 14 INSULATED STEEL BOLTS OLD KING ( PEA GRAVEL -FILL 1FT.ABOVE WEEP HOLE 24" X 24" X 6"TO 28-DAY CONCRETE ( STRENGTH- 2000 psi go. COPPER TRACER PVC OR 0.1. PIPE - , > ' ''< %i;: THRUST BLOCK �.. h� WITH ■4 BAR AROUND WIRE W/All SPLICES .. ALL VALVE BOX. MADE USING APPROVED WATER TIGHT CONNECTORS TEE OR TAPPING BLOCK USING 12"02"x4'- SLEEVE & VALVE ECHANICAL JOINTS I PRECAST CONCRETE BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREW BLOCK VIET�VA -A MIN. DIMENSION APPROX. ORMEGALUGS°S X t2" EOUAL TO ONE BAG OF LIT GLANDS W/M.J. SPLIT GLANDS W SACKRETE BLOCK AS DIRECTED )ROTATE TO FINAL GRADE) OPTIONAL GATE VALVE & BOX STANDARD FIRE HYDRANT ASSEMBLY W 1-00 W 1-02 2" SQUARE It 2" HIGH COPPRHEAD SNAKERT TEST COAT LID WITH IC N (LIGHT DUTY) OR X REFER TO TECHNICAL SECTION 09 03 12 BLUE ENAMEL PAINT OPERATING NUT APPROVED EOUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST UTY) OR APPROVED •� r EOUAL GROUND LEVEL ,.,,. VALVE OPERATING NUT 4" METAL DETECTOR TAPE 4X "" METAL DETECTOR TAPE EXTENSION THICKNESS STEEL ETER BOX( To.) PLATE w/ 90'CUT-OUT 48" LOW MIN. VOLTAGE DIRECT BURIAL TRACING WIRE ELECTRICAL WIRE CONNECTOR 1' OIA STEEL R00 14go SOLID COPPE SQUARE SOCKET 2" OIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON 0/8" MIN WALL EITHER SIDE TO LOCK THE TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE THICKNESS) ARETBFLTHS O E FLUSH OUTSIDE EDGE OF BOTTOM SOCKET. kTRACER WIRE MUST BE INSTALLED DEAD ENO DIRECTLY ABOVE THE PIPE AND SHALL BE TAPED TO THE PIPE AT GATE VALVE EXTENSION tD INTERVALS. UTILITY PIPE LOCATION MATERIALS TRACER WIRE SHALL EXTEND F FUTURE NCO SECURED E 0 S OFPIPE,IPE, W 1-03 W 1-01 MEGALUG RETAI NERN 24" UNDISTURBED DIRT END OF LINE CAP/PLUG EOOING SAND 24" MIN. PLAN VIEW ,n,Meruoorn MOT nnunArTrn LEC 'T SE rn►,r SECTIONA A NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING 3-00 NOTE: 1, EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE: 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 0") 3. PIPE SIZE SHALL BE I" OR 2". OR MODEL 102 (2") OR 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOTBOX POLY ROX MODEL PHRI 0") WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EOUAL "• 4" X 3' X 3' CONCRETE PAD (FOR I" PIPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING AND BALL GATE VALVE TYPE "K" COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE &_ VACUUM CHECK VALVE W3-02 BLACK TEXT 101,"UNDERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING LLOW 6CKGROUND 14" VALV 7" NO. N WHITE t0"T BACKGROUND. 4 0• � ��4 NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) (NOT A SEPARATE PAY ITEM) -2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. ,--PIPELINE WARNING SIGN /-VALVE IDENTIFICATION SIGN /-8' BLUE, HEAVY DUTY, WING CHANNEL POST 2' X 4' X 6" CONCRETE SLAB VALVE BOX AND SHAFT EXTENSION W-O" CAST IRON VALVE BOX COVER __;�VX4'X 6" CONCRETE SLAB 4'-0'• * NOT GREATER THAN 45' ACK FIL � T � �G AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLANQ. ADAPTER OR;AN APPROVED EQUAL AT BEND AND PLUG. �0G1O THRUST BLOCK r. *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REOUIRED STANDARD DENSITY PER ASTM 0698 IN -LINE BLOW OFF ASSEMBLY W3-01 _.-IC; --- GALV. ELL GALV. NIPPLE j l-REMOVE AND DISCARD 1 AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH 1 I EXIST. GRADE 4'•0" CAST IRON VALVE BOX COVER CAST IRON LID I� SCH, 40 GALV. PIPE II -OFF 2' X 4' X 6" CONCRETE SLAB AFTER BLOW I1 INSTALL MALE QUICK AMERICAN FLOW. CONTROL EXIST. GRADE �I CONNECTION & CAP TRENCH ADAPTER OR AN APPROVED 4" APPROVED EOUAL BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP BRASS THREAD PIPE WATER MAIN BRASS ELL--,,,,,,MJ TAPPED CAP CONCRETE BLOCKING TO BE INACCORDANCEWITH WATER 4" M.J.ELL PLACED ON UNDISTURBED SOIL CONCRETE %LOCKING TO BE IN ACCORDANCE WITH MAIN DETAIL W3-00 BRASS NIPPLE 4" END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 W3-04 NOTE:USE POLYETHYLENE WRAP OR TEE SCHEDULE NOTES: (OVAL BETWEEN CONCRETE &PLUG ID THR,;LS C E15Q.6 BRASS CURB STOP z TO PREVENT CONCRETE FROM tint t 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR WITH PLUG )REF) _► `0 it ► STICKING TO PLUG. 4 6 8 5. _ t.5 BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EOUAL. 10 12 11.1 1.5 FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE- 0 SADDLE AND THE WYE FOR DOUBLE SERVICE. C 6. ALL SERVICE WYES & EXTENSIONS ARE T0. BE 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION. - - - - 4-MIN - - - - - -L TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE 1'-0'• STREET CROSSINGS HAVE BEEN INSTALLED. m 3. MARK EACH SERVICE ENO WITH -METAL "T" POST CITY UPON PAYMENT OF FEE. t+ PAINTED BLUE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIET�V A A 3 00 THE SUPERVISION F A RPLS UPON COMPLETION OF DOUBLE SERVICE 1 e.0 6 � -THT- a wvI CONSTRUCTION. O - mo ONC. CURB & GUTTER POUR AGAINST. L',.lr \\f;i �'•.iii .'•,.',i; UNDISTURBED q EARTH 2' MIN.-3' MAX. TEE THRUSTBLOCK ea.L VALVE •Pao 'MIN. ** SEE TECHNICAL SECTION 33 12 13 THRUST BLOCK NOTES: UG FOR MATERIAL REOUIREMENTS 21FOR TH LDOUBLE SERVA 1. 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. 4' MIN. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. APPROVED SERVICE SADDLES A 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE FOR DUCTILE AND PVC. OR ~ 1" TYPE "K" COPPER TUBING AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF TAPPED TEE t2 FOR DOUBLE SERVICE) CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE ® 1-1/2" X 1" BRASS WYE BLOCKING HAS REACHED 1500psi. CORP STOP (1 FOR DOUBLE SERV,) 1" TYPE K COPPER TUBING (SINGLE SERVICE) mLT D T T C+T B T O CTT n LFT A TL Cr t-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE POUR CONCRETE AGAINST UNDISTURBED EARTH CONCRETE SHALL NOT EXTEND BEYOND JOINTS (SHOW TANDLONGSIDE) W2-01 TRENCH 1'- WATER STRUCTURAL BACKFILL AREA INCLUDES WIDTH PIPE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, ORIVEWAYS,AND PARKING AREAS) AND SHALL •y':'. '; ''• '::,.. EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL ''' '.' • • • " •-; • LrT BACKFILL SHALL BE CEMENT STABILIZED (OPTION X N IN W4- ) EXCAVATED SOIL COMPACTED 2' TO 98Z MAXIMUM DRY DENSITY AS PER ASTM D698 NEAREST BELL MA MAX 6'8" TYP MAX "TYP 6'8" TYP, WITHIN OPTIMUM TO •47. WET OF OPTIMUM JOINT (TYP. (OPTION NO.IIN W4-02) EA.END) a PIPE JOINT T 8/C # y t` 8- TYP r mm. cm N Qti P tE G` CARRIER PIPE STEEL CASING CASING SPACER POUR CONCRETE OV OUTER DIA AGAINST UNDISTURBED EARTH 0 Ip �� - - Ott �JG.� PAVEMENT AREAS 1-PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SECTIONtY-X PIAN VIEW `y� QL s � !�O SEAL W/ STW STL. "APS" TO MAINTAIN 1" MAX CLR, ! CLAMPS OR 3S i B/C "PSr Hutt HORIZONTAL THRUST BLOCK SCHEDULE ; '.. BAND CLAMP STEEL CASING BEND SIZE A till t U C ttP �' t t1 G till VOLUME te..► 6 8- 5.0 1.5 1.5 0.9 2.7 0.4 90' 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 6,8" 1.5 1.5 1.5 0.9 0.8 0.1 22 5' 10,12' 2.0 2.5 1.5 1 1.2 1.1 0.3 6.8" 1.0 1.5 1.5 0.9 0.4 0.1 1125, 10,12" 1.5 1.5 1.51 0 0.6 0.1 t >SIDEWALK.' NOTE- CASING SPACERS AT SPRINGLINE 4-RUNNER MIN. (THRU 24'DIA 8" WIDE BAND STAINLESS CASING) 6-RUNNERMIN. STEEL (TYPE 304) 5, '• ( I ` i (2a••-42" DIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304: 8" WIDE BAND NEOPRENE INSULATION SLEEVE RUNNERS AT W/ POLYMER RUNNERStCENTEREO 4j' BETWEEN PIPE AND BAND BOTTOM OR NON-CENTERED;CLEAR BELL, RESTRAINED FROM FLOTATION; POLYMER RUNNER (TYP) t INSULATED, "APS, INC., MOD SS18" STRUCTURAL BACKFILL AREA OR "CASCADE" TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK W2-00 W2-02 _XX _c 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. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 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 MAIN. NOTE: -GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY W/VALVE BOX STANDARD SPECIFICATION .FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. 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 g MAIN. EgvE &AVAL E REOUIRED ENCASEMENT VALVE .VE BOX /W nCVV�RCV 2'-0" MIN: ENCASEMENT 2'-0" MIN. - OPEN CUT OPEN CUT WATER LINE SHOULDER VARIES WATER LINE LIMIT WIDTH OF PAVEMENT LIMIT MIN." " WIDTH OF PAVEMENT MIN. to z 0 cn w MW- OF eeeWi eeeeeeeeeeeii JOE I. GATTIS eeeeeeeeeeeeeeeeeeee I_S 90964 GATE VALVE 3 -0" MIN. SIDEWALK MAY GATE VALVE 3'-0" BELOW DITCH FLOW LINE. BE OR BORED AS DIRECTED BY e[y STEEL CASING THE ENGINEER f AS REQUIRED CARRIER PIPE STEEL CASING CARRIER PIPE t W :Y w TYPICAL URBAN CITY STREET CROSSING T4-00 TYPICAL RURAL STREET CROSSING T - 4 QA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR NOTES: O ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR t. FOR SE001NG ANO TRENCHING WITHIN ALL PAVED IN FUTURE STREET MINIMUM OF 907. OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA AREA PLACE METAL DETECTOR ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" AREAS SEE DETAILS FOR OPEN CUT STREETS. TAPE AT A MINIMUM OF 24" OPTIMUM TO •47. OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE 2, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL T► ABOVE TOP OF PIPE AREAS Ue... YARDS. PASTURES, EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS v MINIMUM OF 98Z 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 OPTIMUM TO 47. OF OPTIMUM UNDER NEW STREET O SELECT MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21,50 AND PAVEMENT AREAS. 1i 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL 0 SELECT 'MATERIAL ©CEMENT STABILIZED SANG TAMPING, 6"-12 6"-12"5. RELATIVE COMPACTION SHALL BE TESTED IN THE T_ 77LLBQ (MANUALLY 0 GRANULAR MATERIAL ©(MANUALLY PRESENCE OF THE CITY ENGINEER. r CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE CONSOLIDATE 6. OUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM OF DETRIMENTAL QUANTITIES Of CLAY, DEBRIS, OR ORGANIC ' AT OPTIMUM PERFORMANCE OF THE WORK, EITHER INSIDE OR ® MATERIAL AND WHICH, WHEN TESTED BY STANDARD MOISTURE) 4•• LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4„ MOISTURE) BYTiHE CONTRACTORF•WAY, SHALL 8E CONTROLLED MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX t5 I R T7, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY UNDISTURBED SOIL UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH J PIPE MAXIMUM PERCENT PASSING N0.200 SIEVE J 35 PIPE 1�_ WORKING DAY, 0ZD MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 8. SEE "OPEN CUT DETAILS" ST4-00, ST4-01 & ST4.02. MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12" MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OPTIONNO, I © CEMENT STABILIZED SAND OPTIOAT NO.2 NE LENGTH. NO EMBEDMENT.END IN TH S SHALL 6 FEET BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN CITY OF BRYAN The Good Life, Texas Style.` NON-STRUCTURAL OR NEW PAVED AREAS W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SOODED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. DRAWN BY: C.L.M. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DATE' 01-01-09 CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SCALE: N T S COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD 8E CLEANED OF APPROVED W. P. K. SILT AFTER EVERY RAIN. FIGURE ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. SHEET 1 OF 1