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HomeMy WebLinkAbout20220107110227015 ok.�_�I. NOTES 1. VALVE EXTENSION TO BE USED GenerolNotes+ �. a �24" X 24" X 6" ONLY wHEN TOP OF GATE VALVE IS DEEPER THAN 6 FEET FROM !j7 Pinel divided ear th Iree of rock, lum s and clotls ezceedin 6" Y P 9 ID 28-DAY CONCRETE FPIISMED GRADE. shall be placed by hood, and compoctetl around the cast iron pipe D' STRENGTH-2000 vsi to a depth o112" over the lop of the pipe before bock till is begun �_•_ WTW •4 BAR AROUND 2. ALL VALVE OPERATING NUT by any mechanical equipment. _ � • ALL VALVE BOX. EXTENSIONS ARE TO BE MADE OF STEEL SIZED AS NOTED !2) AU concrote blocking shall be 28 tloy concrete strength 2000psi. o M)D PAWI'ED WITH TWO (§) [37 All thrust blocking shall provide o minimum of 2 square feet of ��A-ti .COATS OF METAL PAINT. bearing area of concrete on undisturbed soil, or os directed by the 3. .EXTENSIONS SHALL 8E A MINPIUM ' engineer. OF ONE (il FOOT LONG. !4) Water mains will not be IuRy pressurized until concre to has ' reached � day strength. (6I All pipe will be laid so os the entire burr el willhOve full beonng on the fine grodetl trench bottom. Betlholes shallhe cut for each bell and fire hydrant. !6) All fittings sholtbe mechanical joints unless otherwise directed. DRILL 3/8" DIA.—�' HOLE FOR TRACER WIRE, INSURE THERE ARE NO SHARP EDGES LEAVE 8"-10" TAIL PIECE INSIDE VALVE 80X AWWA C900—� PRESSURE PIPE 14 go. INSULATED—� COPPER TRACER WIRE —VALVE DOX PER SPECS.WITH BOX EXTENSON AS NEEDED -mRrrrT� —F 2"'SQUARE AWWA NUT EXTENSION WITH ' CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX. �STO. GATE VALVE W/STAINLESS STEEL BOLTS PVC OR D.I. PIPE BLOCK AS DIRECTED. NIN. DIMENSION APPROX. EQUAL TO ONE BAC OF SaCKRETE GATE VALVE & 'BOX VALVE OPERATING NUT EXTENSION SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH (1/8" MIN WAt.I THICKNESS) 2" SQUARE z L OPERATING NUT -s" ma % va" MtN ':� THICKNESS STEEL '. PLATE w/ 90•CUT-OUT i" DIA STEEL ROD SCREWS ON LOCK THE wl-oo GATE VALVE EXTENSION W 1-01 VALVE BO% PER SPECS. —� 2" SQUARE AwwA WT �� EXTENSION w1TH � A� �A feASHEO GRADE—\ CENTERwO CO{.LAR. TERwNATC •'10 5' 't FROu TOP Oi BO%. .. m AS TEE OR T a vaLu �.-STANOAAO FIRE HYO(tNIT — BLE(Y tNE •' � — fi- STD. —6" O.I. OR C909 PPE ' o /GATE VALVE 6" W ARCxOR ' WITH SS DOLT$ pp.PLRiO — � I % % PEA GflAVEL - il.L TEE OR IAPPKIG —�� I '�' / \� SLECVE � VALVE - UECxANICAL JONTS �'� 1 V-eLOLK USWG IY.tY.%- As REOURED wnN SCl SCREW PRECAST CONCRETE PETAN[R GLu+05 BLOCK OR EGA LUG$ �\`-6" % ti- OflADELOK BLOCK AS DIRECTED-/ w/Y.J. SPLIT GLANDS I (ROTATE TO FNK GRAOEI OPTIONAL .e- TYPKAL UTILITY PPE uETAt OETECIOR TAPE TRACCR wiR[ uu5i eE n5TA1LC0 ONECTLY ABOVE LNE PPC ARO SHALL BE TAPCO io iNC PIPE Ai 10'WTCRVALS. TRACNG WCiE x4a SOLO COPPER DEAD TRACER wNE SHALL EXTExD 6 fEET 6EYOM ExD OF FPE. COIEO AAD SCCUREO FOR FUTURE COM2L7%NS STANDARD FIRE HYDRIWT` ! I ! ' � i GATE VALVE-, \ ! ; w/VALVE BOX � � I ! � WATER LwE- � ' I .AS R� "! I I I ( i APPING SLEEVE-.—�t'MIN � I I j E AS REOUREO ' I al I � �! AS ! �REOUREO� � =I � i I ANCHOR 90• BEND I GATE VALVE � W/VALVE BOX A' 3 STANDARD FIRE HYDR/WT-�\ r \. � 3 �, o S FIRE HYDRANT LOCATION REALIGN AS NEEDED � �, _� Ee i-- 24" X 24^ X 6" H Q 26-DAT CONCRETE w fx O I �' / STRENGTH = 2000 psi �� ' WTIH •4 BM AROUND � Er '_ _ ALL VALVE BOX. �� �+ O VIEWA - A � � �^^ 1� ice-( E-. W1-02 AA c� W 1-03 0 �' �� "a pop C U SPECIAL CONDRIDNS 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 WITWN THE VAULT. 3. REWFORCED CONCRETE VAULT BASE (fL00R)SHQL RE CONSTRUCTED USWG A STANDARD FIVE SACK CONCRETE MIX ANO REINFORCING COMPRISED OF •3 REBAR ON 12 WCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER CLAMS SHALL 8E �INSTAlLEO AT EACH FITTING ON MECHPNICAL JOINT PIPE. 5. VALVE$ SHAH MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE $HALL BE NO PIPING UNDER THE F100R OF THE VAULT, APPROVED 7" OR LARGER OMPOLINO METERS. VA N T� d MAT RI I � APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VALlTS - PARK OMC-8R PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS ANO VAULT DMENSIONS FOR METER SELECTED - .APPROVED MATERIALS -DUCTILE IRON PIPE WITH MECHANICAL. JOINT. SET SCREW RETAINER GLAND$ WILL BE USED ON ALL M. J. FITTWGS. ANY DEVIATIONS FROM THE ABOYE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIAL$ MUST RE SUBWTTEO TO THE ON6K)N MPNAGER. WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. �- CONCRETE VAULT �'�IIEO�II�Q��II)O�IG WATER MAINS �-SERVICE COMPECTION �- VAULT FLOOR (6" UPo AND VALVE -METER VAULT ASSEMBLY NOTE 1. EMBED COPPER LWE IN TMIPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOLL TO 6'• A80YE AND ON BOTH W/5.5. HOSE CLAMP SIDE$ OF COPPER PIPE. 2. PAYMENT FOR BIO ITEM OF "A)R RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS. AS SHOWN W BREAKER VALVE OETALL, WCLUDWG MAIN LINE TAPPNG SADDLE VALMA7IC MODEL 10) O"> 3. PoPE SIZE SHALL BE )^ OR 2". OR MODEL 102 t2'9 OR a. SIZE OF LINES AND VALVES MAY 8E MODIFIED BY APPROVED EQUAL THE ENGINEER MOT-BO% POLYROX MODEL PHRI p'9 WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL ..... 4" X 3'X 3'CONCRETE PAp (FOR P' PIPE) 4" % 5'X 3'CONCRET PAD (FOR 2" PIPE) - WON PIPE THREAD COMPRESSION' flTTING BRASS ELL lTYP.) -, AND BALL GATE VALVE TYPE "K" COPPER TUBING W3-00 NOTES 1. FURNISH AS SHOWN ON PLANS BUCK AND ON ALL VW.VE SIGN POSTS. TEXT -'`�,� WARNING 2 FROM 20 CAS FELT BAKEDD ON 10" `MAERGR011tO PiPELeE ENAMEL FlNISH. FURNISH ONE WMMNG AND ONE VALVE SIGN CONTACT /HE CITY AND ONEPOST FOR EACH VALVE REFORE E%CAVATNC ' WSTALLEO AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. BACKGROUND �_-.--� FURNISH $MIE NUMBER Of la" -�- REPLACEMENT SIGNS AS FOR EACH WSTALLED (OMITTWG VALVE i V AL V � NUMBER ON VALVE SIGN BLMnO t\I() �,I tNOT A SEPARATE PAY ITEM) PIPELWE �-WARNNG SIGN I - ! MAIN lNE � ! ! I i ! � R��� I (�� 2"BLACK PRESSURE CONCRETE $1A8 ' - I `�' 1 V SENSITIVE NUMBERS � ����y/-1 L—'� TO BE ADDED AFTER i ^'� I i I WRITE � �-10��� PNNITEpIGry HAS BEEN i y-, ! �� BACKGROUND. —' I MJ PLUG i ! I - .—PIPELINE WARNING SIGN � - VALVE IDENTIfICAT10N SIGN q'-0" �._8'BLUE. HEAVY DUTY, WWG I � CHANNEL POST �� � `CONCRETE SLAB — - r�— I 4'-0" I � —NOT GREATER I I i ��r� THAN a5• I —___L I 1 ; AMERICMI FLOW CONTROL TRENCH -/ � ADAPTER OR API APPROVED EOuaL , :'���� R-6" OIP w/RETA)NING GLANDI i I ___._ ,,,,,, � ,I,✓_%�:;,,,, AT 8EN0 AND PLUG. I'-: �NOTE� L RESTRAINED JOINT COMPACTION WITHIN LIMITS W/THRUST BLOCK OF ASSEMBLY SHALL BE 95'/. SAST A�O 698 ENSITY PER TN_T TT 7.c CALV. ELL CALV. MPPLE � j �- REMOVE AND DISCARD j1- AFTER USE 2" METER BOX WITH 1 it CAST IRON LID 11 I I /' SCH. 40 CALV. PIPE I I `-AFTER BLOW-OFf I I /INSTALL MALE QUICK EXIST. GRADE -. I CONNECTION & LAP .. �. � / . BALL VALVE i-BRASS THREAD PIPE BRASS ELL-� MJ TAPPED CAP CONCRETE BLOCKING �. (SEE BLOCKNG DETAIL) `' ���; -�.�`�,�- WATER I MAIN `~j � BRASS NIPPLE TAPPING SADDLE W/ .,'� i CORPORATION STOP. '.. AIR RELEASE VALVE &VACUUM CHECK VALVE W3-02 IT C`Za: THRUST M. J. ELL PLACED UNDISTURBED SOIL MJ PLUG-. EXIST. GRADE- d^ APPROVED-� PIPE MATERIAL THRUST -M. J. 7EE OR CROSS VALVE EW% APA SHAFT EXTENSION ' CAST IRON VALVE 80X COVER -2'x a•X 6" CONCRETE SLAB ;•�-�� j BACK Fill? C� y9 � '�� ritl� lil ! �Gyo �WSTALL ANCHOR COUPLING aN0 REDUCER AS REOU8tE0 W3-01 -VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER �2'X 4•X 6" CONCRETE SLAB r AMERICAN FLOW CONTROL TRENCH ADAPTER OR P)J APPROVED EQUAL �MJ TAPPED CAP M. J. ELL PLACED ON= NSTURBED SOL 4" END OF -LINE BLOW -OFF C/] ,� E'-� w �� W � C� H .aa Q �� i� z� �d Q �� c� ��., � r_/-7 0 .r rr t�� .'1TY OF BBYAN nclu},r ay.� Vl/V SHEET 3 Of_ d OPEN CUT LIMIT 2'-0" MIN. 2'•0" MIN. lTUNNELWG7 WIDTH OF PAVEMENT O 'sue---�� ..,,, . ... .z r 3'-0" MIN. m:�..`R �EREDtl�ENO {ARRIER PIPE 'EN CUT LIM17 �- SIOEWPI.K MAY BE '. OPEN CUT OR BORED AS DIRECTED RY THE ENGINEER NOTEI 1. FOR MORE INFORMATION ON WATER AND SEWER LNE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL RE AS SPECFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORNC ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL URBAN CITY STREET CROSSING SHOULDER 7 C SHOULDER VARIES / \ VARIES 5L'�0^ j I! f WIDTH OF PAVEMENT f y � �N 3'-0" BELOW DITCH FLOW LINE. ' - STEEL CASWG-� CARRIER PPE -I NOTE 7. fOR MORE INFORMATION ON WATER AND SEWER LWE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER MID SEWER LINE CONSTRUCTION. ' 2. STEEL CASING SHALL BE AS SPECIFIED W'. THE TECHNICAL SPECIFICATIONS. 3. ORY BORING IS REQUIRED. TYPICAL RURAL STREET GROSSING IT (TYP. END? CARRIER PIPE NOTEI CA9NC SPACERS a -RUNNER NN. lTNRD 24'Dw CASING) OR 6•RUNNER NW. !24"-42" D10. CASING) STAINLESS STL. TYPE304: B" WIDE BAND W/ POLYMER RUNNERS. CENTERED OR NON -CENTERED: CLEAR BEtI, RESTRAWED FROM FLOTATION: W6ULATED: ^AP6. NC.. NOD 5578", "SMITH-BLA67, NOD. 951" OR "CASCADE" PROVIDE 4- RUNNERS AT BOTTOM CASING DETAIL CASING TOP RUNNERS 7" MAX CLR. -STEEL CASING B" WIDE BAND Si AIMLESS STEEL (TYPE 3041 RENE NSU.ATION SLEEVE 'EEN PIPE AND BAND R RUNNER tTYPI 4-03 ORIGINAL GROUND IN FUTURE STREET AREA PLACE METAL DETECTOR TAPE AT A MWIMUM OF 2d•' / ABOVE TOP OF PIPE 3—'`"'�`�'�'`''T� '- (Ar SELECT MATERIAL ......�:: � /MANUALLY ,,. CONSOLIDATE AT OPTIMUM `'��'���.,� MOISTUREI 4" PIPE, � � -UNDISTURBED SOIL 6" MIN./12" MAX. OPTION NO. I ORIGINAL GROUND OR PLACE METAL DETECTOR BOTTOM OF SUB•GRAD� TAPE AT A MWMUM OF 24" N FUTURE STREET AREA � ABOVE TOP OF PIPE �> SELECT MATERIAL 1� CEMENT STABILIZED SANG �- �(NANUALLY CONSOLDATE �`'�:"'. A7 OPTIMUM "��I� ";� MOISTURE? 4" t—�� � � UNDISTURBED SOIL ..' PIPE � - L 6" MIN./72" MAX. OPTION NO.2 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER NAVE BEEN BARED BY CONSTRUCTION SNN.L BE ADEQUATELY BLOCK SODDED OR MYOROMULCHED AtJO WATERED UNi1L GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, DLOCK SOD WILL 8E REQUIRED. BARED MEAS SHALL BE SEEDED OR SODDED WITHIN 74 CALENDAR DAYS Of LAST OISTURBMICE. :APPROVED EROSON CONTROL MEASURES MUST BE INSTALLED '. DURNG THE ENTIRE TIME THAT EARTH HAS BEEN BARED DY 'CONSTRUCTION ANO SHALL STAY IN PLACE UNT0. ACCEPTABLE VEGETATIVE GROWTH 5 ESTABLISHED AFTER CONSTRUCTION IS COMPLETE MID THEN REMOVED RY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RNN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. • �. QA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WwCH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO [27 WCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MA%0.7UN DENSITY AS DETERMNED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WRHIN OPTIMUM TO •4'/. OF OPTIMUM UNDER NON-STRUCTURA1 AREAS lie...YARDS, PASTURES, EASEMENTS) AND TD A MiN&1UM OF 98% OF MAXDAUM DENSITY AS DETERL9NED 8Y ASTN D698 <STANDARD7 AT A MOISTURE CONTENT WITHN OPTU/UM TO •4% OF OPTINfAA UNDER NEW STREET ANO PAVEMENT AREAS. 80 GRANULAR MATERIAL MATERUd. SHALL BE BMn( RUN RNER SAND WHICH IS FREE OF DETPoMENTAL QUANTITES OF CLAY, DEBRIS. OR ORGAwC MATERIAL AND WwCH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REW62EMENT5� MAXIk1UM LIOUD UMT 45 MA%41UM PLASTK;ITY INDEX 75 MA%WUM PERCENT PASSING NO. 200 SIEVE 35 MWPIUM PERCENT PASSNG 3/4" SIEVE 700 THE MATERIPL SHALL OE FREE FLOWING AND WHEN WET. SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED W THE HAND. ©.CEMENT STABLD'ED SANp NOTESi; i, FOR BfOD/NG ANO TRfNCHfNG WITH/N ALL Pa vfO AREAS 5ff DETAILS FOR OPEN CUT STREETS. 2. All Oedding 6 instd101ion of PVC pipe shdlbe in octordonte to ANSI/AWWA Standards for PVC Pipes ':, 3. Mloetltling 6 instdlotion of Ductile Iron pipe moll be in occordonce to AN51/AWWA C750/a2L50. 4. Compoclion shot be otloinetl Oy mechonic0l lOmping. �6. RClolive COmpoClion snollbe tested in Ine presence of Ine City Engineer. 6. Oust resWlinq Irom the Contractor's perlormonce of the work, 'Iher inside Or outside the right of ray, Shotl Oe <onlroAed by the Conlroclor. T plate<dcOt the `oendeo/o ach Iworkufg aayPorory pav'mq or ploling 8• See "Open Cut Oetaits" 574-00. STa-07 & 5T4-02. STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, ORIVEWAYS,AND PARKING AREASI PNO SMALL EXTEND 6'BEYONO THE CURB LNE. STRUCTURAL BACKf0.L SHML BE CEMENT STABLIZED tOPT10N N0. 2 IN Ws-03) OR EXCAVATED SOIL COMPACTED TO 98/. MAXIMUM DRY DENSITY AS PER ASTM D698 WITHN OPTSAUM TO •n/, WET OF OPTYAVM (OPTION N0. I N W4-02) v l v� i.J 1 1\ V l..t 1 V 1\S1.L � W4-02 t, �PG���� ,�5• P ��� y2� � � ,. JA�� PAVEMENT AREAS r- � B/C .. .. .. � •SIOEWN.i(' i w4-o4 t/3 �� F-" w E„� CrJ w ♦� �� H � � U Q � Z '� Q d fy-. ra t;�, z �°� EET 4 OF 4 NOTES: 1" C25mm] [Na t. EACH PIER SHN.L 8E COMPLETED IN A SINGLE CONTINUOUS POUR. x3-t/4^ [7u LETTERWG STYLE wG ,-t" [25mm7 OIA HANOUNc HOLE [845mm7 2. CHNAFER EDGES 3/4". BOOKMAN OLO STYLf - d HANDLING HOLE '2" I51mm7 LETTERWG x1.3/16" �IA—.j 3. CONTRACTOR SHALL CONCRETE PIER 70 �.. [Klemm :LETTERING STriE: `� �! � I 'BOOKMAN OLO STYLE '� (40 /mml CONSTRUCT A MINIMUM DEPTH OF 6'OR TO DEPTH WHERE AGOOD BEARWG SOIL fib 1 � G -t/4^ Cfimm701A � NEOPRENE GASKET I I A LS - a-1/2^ /��� ENCOUNTERED. e -(2) PICKBAR � (2l PICK8AR5 5 \� � '�/. p 7n6- 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN O ,_�--7�-f[°4n""7 '-' 2•• //��-..i '2 = 2•• Ill^'m ��r- � ,:' o 2" TOLERANCE. [SLUM] [S7MM7 _ _. .x0•• otA ' �[g/mm6•�) - 5. ALL WFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE � I, C65mMm] C762mm7 � � �, —33C86216•' DESIGNED BY A PROFESSIONAL. ENGWEER. - \ Op'OEB0.YAN � tPBu ,'/ .� •y \ �' 6. All HARDWARE TO BE STNNLESS STEEL. ' \, \ � - a0-3/4" OIA � / \ � f � FRAME SECTION #4 BAR HOOPS, �,� 2•' [51mm7 LETTERING +�"'"" LETTERING STYLE: � PLAN VIEW 2" CSLnm] LETTERING 12" O.C. BOOKMAN OLD STYLE LETTERING STYLE= BOOKMAN-0LO STYLE � �I MACHINED SURFACE ., . PIER DI0. AS SHOWN _�"—'•�... 1ym-mf.. ON PLANS 7 3yy DIA I `BS 7 I mm7 5%B•• � 3•' CLEMANCE PIPE 0.0.+18" y MINWMUM �[813 , ! _7 7/mm„ %. ^�- Ct6mm1 � � � � ' M \\ �.,. ... _L C38 7 [62 n6�'� �i'--n-r c PIP+ � ` � �-_ "C22mm] 70.0 � � 7/8^ �; � .� � �i3 mm) R ,•3/4_ _r• Du % a" Lc SECTIONA A -�- ,,," IR44mm) H.R.S. R00 � � ,` COVER SECTION � �' PICKBAR DETAIL `'� O 2' MAX. Y K 17 . � �( -CC �� � H � BOTTOM VIEW STANDARD MANHOLE � Q VARIES PIER VERTICAL STEEL OF COVER RI•••NG AND COVER w i : DIA)AETER #5 BARS cw7 � j Za" ' � 12 DUCTILE IRON v 1432-3 S4-Ol �+� 26" 14 r.� Vy I 30•' : 16 � ... a2" 24 30-3/a•• 3/a^ I 73n6^ 3-t3/15" _______C965mm7 '---'III [20mm] O Q - [781mm7D1A _ .25 " Z I80" 10 OF GROOVE [20mm�� �-1 -- "' 32[8i9 m7A : � NEOPRENE /GAASKET m " �, „�4 �Y j�j,yt]j�T [6mm) [Smm7 � ��7; �J .�_ 2-7/8.. . __ C13Tm) 'I762mnIA1--: j Ct02mml /� I� 7/8'• / [73mm] - Q. 4" WIDE X 3/8" THICK STEEL. STRAP BOLT HOLE SECTION L2zmm] _(� �" (25mm1 DI0. —�[— � Qr (PRIMED b PAWTED) FORMED TO i•3/4" � - 32.55n6- �IA-��, t•Vy� [R44mm) X 5 1/2" C140mm7 -"-- [82imm7 ��-y E4 PERuIT SNUG TIGHTEWNC OF PIPE TO PIER (2 REO'D. PER PIERI MACHINE GROOVE Ld STEEL ROD _ 33- 6' a —J -C38mm7 -� - 9 � -CASKET FOR � (VZ [��},n GROOVE WCTILE IRON PIPE 3D" DIA t-vr• PICKBAR DETAIL i/4•• C6mm] Dla DETAIL o WRAP WITH ONE LAYER OF TAR PAPER /'' t" . 78" GALVANIZED STEEL ANCHOR BOLT SECURED TO .'--(762mm � 5/8'• C38mm7 - PNEOPRENE GASKET Cl6rtm1 � FRAME SECTION / TO PREVENT BONDING � VERTICAL REINFORCING STEEL ` � Fr � MACHWEO T="' SURFACE 2.7/e"� ?� - —2" CSimml LETTERING (73mm] COVER SECTION �� LETTERWG STYLE: � Bookmon Om SIy)e 2" CSimm) LETTERWG � RECESSED FLUSHED „�, A A � a. 0 \� � � = r 4 .-(47 5/8"-i7 NC X 2" LG t4]5/8•'-tt NC % 2" LG �`� �� HEX SS CAP SCREWS HEX 55$$ CAP 5[REwS � �' '� �\+� b NARROW ZWC PLT. a � VERTICAL STEEL AS PER TABLE � cm) i � 6 G NARROW ZINC PL i. b / '�- RUBBER WASHERS RUBBER WASHERS—fi�'fi-" U lxi � `� � � � � #4 BM HOOPS, 12" O.C. \` �:, t57mm] Yn .. -. '.. 4" ..,k CS ] C702mm] ® ' (iD24mm7 ® m :•:.ssa - d �w� a aErormtxw `"^-(ll 7/8" (22mm7 � cf' � a, ' ' 4- u � ' �I' % OIA HANDLING HOLE�� ?y � � d 3 � N OJ POUR CONC. AGAINST ti� O� (i) 7/8" t22mm> � � � \ A F' 010. HANOLWG HOLE - ll 7i UNDISTURBED EARTH /^�. � � � �'`�^-' WTO HOLE - PICKBAR� ,2" CStmm7 LETTERWG G�TY OF B7TYAN G2" CSimm7 LETTEPoNG (21 PLACES iRECE55ED FLUSH a.c.]44�ay." LETTERING STYLE: eookmon om style PLAN VIEW BOTTOM VIEW ee�...*�ux °� TYPICAL CONCRETE DRILLED PIER FOR SEWER WATER TIGHT MANHOLE'RING AND COVER =`TE. ut[� K T S r UI'feYEO�.P.14" DUCTILE IRON Y-2432-3 5402 .AERIAL 54-00 FIGURE: SHEET 4 Of.�4 TYPE "G" EXPANSION JOINT. ELEV.+ MATCH FL OF EXISTING CURB L GUTTER TYPE "O" E.:HaNSGU m NOTES -' =E TURN Ra01U5 �2'•-+i -':URD P.E TURN RADIUS �2' `-`= T/C ELEV.=3'• E%ISTING GUTTER TO 8E REMOVED Q+ JOINT. ELEv.+ T>C ELEv.= i' I. TRANSITION FftDu ZEP.O I i �)'-o" I MATCH E OF .1 EXISTING GUTTER � �2�1E� ! + `-'� '''JR8 RE TUP.Ia RAO:US )'-6" CROWN AT VALLE' GUT-EP t-E RETURN RADIUS —� O = - I = � TO FULL CROWN IN 0'. � EXISTING PVMT. � y„ r -. - >$IELt ROUTE fa'MIN.) 2. TYPE •'G" EXPANSION JOlrli t. E ROVTE «'MIN.) � II �2• _____- _ __- ___ %' _ � � _ - nF ( .. T1011 IN CURB L GUTTER $ ALL E -N^[� ALI H p ; B' �NyiE�BTl 3. $PACED AT A MAt p;$. AIJCE ?� � �NBr _ E%ISTING a" � 4 � I N iE �s I _ OF 60'PPART ANO A- aL_ _ E s. �{ - PVMT. •� a _ 3" RISE � --. net. 1 6'• RADIUS POINTS,P -'E F I ' ___ _______ EXISTING BASE MIN DRIVEWAY APRON $HA['. 9E •)'• --- � I t28.OAY CONCRETE STRENGTH TYPE'."B"CONTRAC-'Oh b. i =3000 Psb W>xa BAfiS. s )E'• � J TE ty,.. DINTS IN CURE s� SvT = � ' 3" RISE � DRIVEWAY APRON SHALL BE a" DEFORMED TIE BAR O.FE.w. aSPHµT APR:"I? :v: 0' ,_, SFt<LL RE SPa '.t - t ��„ E%ISTING MIN t23-DAY CONCRETE STRENGTH as % 18" O.C. �- lONGITUUnaµ�, ., ;✓ ix DISTANCE OF 70 A. � - CURB AND GU7TEP $H�r[L BE BASE =3000 W/)ta ':$ARS s IB'• FOR TIE TO CONCRETE JOINT j- _/ MAR SLOP[ psi) ALLOWEDON OPEN ,:: TCHEO O.�.E.W. ASPHµ Y'.APRONS w/p TO CONCRETE PAVEMENT :. S'MIN TRAtJ5170u � A� I STREET SECTnGn15 GI_ DEFORMED TIE BAR CUR9 AND GUT7Ek $HALL BE ONLY DOWN CURB EE -: > i SECTIOATAA �a x IB" O.C. FOR TIE µLOWEDON OPEN CIi'CHEC �+ SECTIONAA .SECTIOtYA.4 TO CONCRETE TO STREET SECTIONS '_r,E'.: •;<Y FROM INTERSECTION F. . '':cAPp INTE'r.5ECT101�• - CONCRETE PAVEMENT ONLY. I ` I ,SECTIONAA �--sloE srREEt �r;�-� i WTI'HLA�DObYNCtIRB �' I TYPE "C" E%PAN90N JOINT A ,r�l PNP�' ' PROPERTY LINE � iHICi: CONCRETE �:AS i ��\ r'.iA1NT AIN '�. h1A• 1t� =EMGTH= 3500 PSu CRC55 Lt"E A - = NOTE: RAMPS FiNL'! NHEM _ j _ - ----•-•-•---• ( pP�, hT I$•• G.c.E.w. ��--' cam] THE LONGITUOMµ SLOPE IS ^_'6E iGn10 6.O.C. - - - � �� CREaTER THAN 1:20 ' DOWEL INTO E%6TING SIOEwAU• � > I - - - O �s • (VPRIESI W/r%4 BPR$ 9 I$" 0�. � \ RAMP$ SHA;.L CGMPLr N:TH -- - - -`__ H� TAS REGL'.REh+F-N'S �. RETURN CUR9 TO HA::E I 2 E�� E� � A ROLL FACE DIMInI15Hl•IC• � J'rtt Ji. � - • � ! Q W ��..I _y--•�+T{-I-I-I-i-j-} .}- AT RADIUS PnIN' ' 5_, :Ot:'"c. R4P.. �'- � � � �� a• SIDEviAL� y �' G} I WITH ` E � r;rj i*� ''I-=I-I-I-I-i -i`t"f- I ; `6' y C.0 �\ � / 'JG rSSlalc RAMP ,r� - W � 6'R. (MM.) BACK OF CURB i •- ..-.� .' Hf.<:'r ;REASEI y JOIN. � a,ae � __ __ _' AIL `.:..�S;r,: r _ ,T�"` • '�' '•� 1'iiAT SAW CUT /' NEAT-� � I NEAT SAW CUi -.--��•••-•._--•-•--••• •• .:•• __ �`,. 12•MIN. ... _: PO F I Ems.""' I--7 t'li SAW CUT !+-, I' A I .. :'•� f -`� y � TAh ,,: T � YC `// T'fPE "G" E%PANSION JOINT EXISTING CURB L GUTTER TO ( =-.�-__ r •••--►•••--•--►•-- •••--.•---- ... __-.-. —.._. -"� I *MAINTAIN 2% MAX. CRO55 BE REMOVED. REPLACE STREET I -- SLOPE. 4'MIN. WIDTH. SURFACING AS'NEEDED. I �. A E%FAN Inl P �4 EXISTING SIDE WALKS. 'A MUd. � -, StPEO, ;:-.�' SE Ai r ;�• ,� Q OF 4'BEHIND BACK OF CVRB?. RESIDENTIAL Dl�l -� E�?AN•i Ct .. M ._F•:� � 1.JWAY MAY P.EMAIN IM PLACE: OTHERWISE SIDEWALr: MUST BE REMOVED. TYPICAL STREET CONCRETE APRON -� � --' cH ST2-00 ST2-01 _ __ _ I � MATCH FL OF EXISTING TYPE "D'• EYPANSION J911':! - A. "-: 9r = A.. v NI = SL�pIEEvAR1ES FT. M)IJ. CUTTER EIEv.=T/C ELEv.+_" i � tYaE -- _::?FNSInr; JOlrvi r .t _ c+:! � 1 i/4.. pEP. E%ISTING CURB L GUTTER PROPEF.T'/ LME � I APPROX. 12" _ _ _ TO BE REMOVED ,� !� - �'y DRIVEWAY wIDTH ! I I� vARIES �A7NAGE CULVERT � � 3' 'd ARIES I EXISTING PVMT. � I / I � � � ii � TO H:.VE r (MIN. t$" DIA. 'rIPE) �' MNNTAIN ^/. MAX .-RETURN CURB A I -� CRO$5 $LOPE =ROLL FACE DIMItJ15HING .r.. SECTT-DNA-A _ ' =—` -=---- - --�-- � aT Rwlus PomT. ' PROPERTt' � � _ �. "= "� -AMBULATORY R:.MP ( _INE NOTE: - - - --i- - — E%ISTING BASE DEFORMED TIE BAR �• ...� 25'rJIN, R-� -REMOVE CURB � �-�- I JOINAL ! / $LORE r./2 MA\ • '-DRIVE Y/AY APP,ON SH L c - %<� THRU AMP � n� •4 % I$" O.C. I ._._ I. LENGTH OF DRAINAGE PIPE FOR • -"' -1M c" t2$-DA'r CONCPEi[ RESIDENTIAL DRIVES I$ 36'MAX FOR TYING NEw STRENGTH 3000 ps -- •rt-•"'------- -" - S� � 'CONCRETE b 20'MIN. EDGE PVMT TO EXISTING BAP$ _ 9" G C E w � P L. ° ' �� � �IOEWµk. -� {� J- <= i ` DRaNACE CONCRETE PAVEMENT APRCRi, W: ('' CVR9 f 'l T R 2. All: DRIVEWAY PIPES WITHIN CULVERT ONLY -� _________ __ _� .. t......_ - SHi,LL EE aILOWED -� NE^T ROW MUST HAVE CONCRETE C STREET _�E.+ nlEAT-. DITCHEC $*FEET SEC n,.;o-r> ,I SAW CUT`, "'T7 C�lY Ort ILtYAV .-r •o SLOPED END SECTIONS � i t6:i 5LOPE)OR APPROVED A�—� �%LfLG%1��1�G/J����>i;_s>-7.�?_.�_..��y�.-i. _.-�___SAv I EouAL. SECTIONA A - ,"-'�' i _. �� pRAwN BY:[.� Y. ICAL DRIVEWAY El��CE I' � TYPE "G" I A NEAT-� _ EXISTING CURB L GUTTER TG i oArE: B)-Bi-o7 SCA[E: N T 5 ' E%PAN40N JOINT SAw CUT BE REMOVED -REPLACE STREET SURFACING :.S NEEDED /PPRBVED'MY.h. FIGURE - [7���� �T� ��7� � ,KV CUL 1117H V L' 1\T COMMERCIALDRIVEWAY ST2-0 ST2-03 SHEET 2 OF:• -a CINDER BLOCK—� r-FILTER FABRIC NOT TO COVER 1 Y J, ,A DRAIN INLET SAND DAC � Tul_'-yl aPQP/�P 1 4",+ _ . ,+,C' t•�' 0 _. -- '• �� �� � ����� FILTER 5.k`ei F..z ... .._ :,.. ., i � � ;{ FABRIC --j ROCK SIZE— . 3/a" TO T-I/2" SANG HAY DALES —Y v i "�-- '�— METAL T-POST ---tom NOTES AS REO'D. TO MAWTNN. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO OETAiN ANO/OR fIL TER SEOIMENT•LaOEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT 70 SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. ' SAND SACS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC GDNDITIDNS. STORM DRAIN INLET PROTECTION SAND BAGS SHAH 8E REPLACED UPON FIRST SIGN OF DETERIORATION. NOTE RAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SE iTLE PRIOR TO DISCHARGE INTO A STORM; DRAIN INLET OR CATCH BASIN. NLCESSpR � �� IDD. AS lI i 5D� METAL T•POST ^'-- AS REO'D. TO MNNTAN. HAY BALE i,. lu EROSION CONTROL ALONG DITCH METAL. T•POST AS REQ'D. TO MNNTNN. SPACED 6'APART SILT FENCE AND/OR HAY DALES 70 DE USED w AREAS OF ORAwAGE FLOW, NATURPL GROUNO� I! 4"X4" WN. - 2"Xa^ WIRE MESH FASTENED TO T•POST - SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST B WIRE MESH �8" OF fIL TER FABRIC TO E%TEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALIOw 2.5' TO 5' AT TOE OF SLOPE fOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. , _._.�. mN Of FLOW 6" MW. DEPTH STONE (aSTM 04ae. 3" TO 5" DIAMETER) OVER CEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. MINIMUM 12' SHALL BE FULL w10TH OF SITE ENTRANCE „�N--'xVARIES= SD. TO IpO./� . `` �-- Ex6TiNG STREET �� ��~ ,l � � NOTE: � `./ (1 6" MIN. DRESS WITH ADDITIONAL 1� � STONE aS NEEDED. \ ' � STONE IS TO 8E YAINTAINED �' !�.� / SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING YUO ONTO ... ;� FABRIC ADJACENT PUBLIC STREETS. SECTIONA,A � SUBGRAOE CONSTRUCTION EXIT SILT CONTROL GF.NF.RAT. NOTES: N.L N2EAS WHERE EXISTING vEGETAT10N AND GftaSS COVER HAVE BEEN DARED DY CONSTRUCTION SHALL DE ADEQUATELY BLOCK .SODDED OR HYDROMULCHEO ANO WATERED UNTO GROWTH 6 ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS 6 PRESENT, BLOCK SOD WLLL 8E REQUIRED. DARED AREAS SHALL 8E SEEDED OR SODDED WNHw id CALEAOAR GAYS 9F LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST 8E wSTALLEp DURRlG�THE ENTRtE TWE THAT EARTH HAS DEEN BARED BY CONSTRUCTION ANO SMALL STAY IN PLACE UNTIL ACCEPTABL€ VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION) � COMPLETE ANO THEN REMOVED BY CONTRACTOR. All EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT Af.TER EVERY RAW. ItrGdijR, tivih� FIGURE: i M'n/PP EET 1 of