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DrawingsELI = ERTY SU = DIVISION, =LOCK 1, LOTS 1 COLLEGE STATION, = RAZOO S COUNTY 004 INDEX OF SHEETS DESCRIPTION SHEET N0. OVERALL LAYOUT AND STORMWATER POLLUTION PREVENTION PLAN 1 PLAN /PROFILE. - SEWER LINE. S-1, STA. 0+00 TO 1+71.73 2 SANITARY SEWER DETAILS S 1707 Graham Road, College Station, TX 77845 (979)690 -7711 1,''L_ ~ LT _.. '`\• ,.1 "..`.,,,� ^,\�.._• --... ,~.'`..� ~` "�,. SOU Ro W CV O ~••��?� by h j +ii / I cry\ '- �„` — --• --_•., `�. -._ \` 1 - --,., ,. --- -..__ - \ ' -..._ \ f , % J ^ 'F- Z \. \'^-`- `~•"^ :`-.>»j^ 6 ^_.,,. •\� '-- �'•� - 1 _ '`_ ~\._mow J j 014 / / / / / ` `` \"� T fir - _ `'-•�_,` - i ` `�' ^'\ . ``.. '-.. "� Iv N r N T i w -s N 4: 20' P.U.E. ` ` �_t j 2 i -- '"" -10' P.U.E. _^ T tv 12 / � T —PROPOSED ACCESS EASEMENT — T--- .- ____ _.7..._ / ` 1 2 (WDTH VARIES, 30' TYPICAL / te r_ �• .. 20' P.U.E. _ 10' P.U.E. Lu / I I LT / ,/ / // 15' P.U.E. I O '. ' ' sue. / J , / „`•-\ I / CONSTRUCTION -- L� EXIT / 1 r PROPOSED ACCESS EASEMENT (WIDTH VARIES, 30' TYPICAL) f / -- - - - - -- --- - - - - -- , _ J--------------- ----_— 11'� 1 N/F - - -- �' STEPHEN A. MAD ►SONII. 1 , _D. I� f ' I r , I DIANE KAY MOMODA- MADISO, , TRUSTEES 1 � i'� J l � u.E. � �` y � , . � �I I I P.U.: � 9:1 ACRE TRA , L _ t � y i I'� f j VOL. 3783, PG. 113 (2 611/29) ZONED C -1 f SEWER LINE S -1 I_ j l \ I I I I J O \� 10' P.U.E. ` SILT 1 �\ I I I FENCE 15' P.U.E. (cn EXISTING I I r _ 1 BLOCK 1. LOT l MANHOLE _ 2.763 F �r —s Yr —s - W -8 — 8 w -8 -- �� =W•-8 L� 15' \P.U.E. f f ( 5 P.U.E. j co EXISTING L� I I It j � t 1 I } I -- 10' P.U.E. ' r I 8” SEWER LINE f! I ! 1 f 20' P.U.E. LO F 1 R, BLOCK 7 f # 1� ROSSING, TREE i ZONED A —P i I I I I 10' P.U.E. i -- -- - .___ --- _.. _ • `, i � ,,,._ ._ - - -- - __. --___ S LOT 2� BLOCK 7 "-, 1 SOUTHWEST CROSSING, PHA I VO 669, PG. 655 / i ! l f I ONE I R -4 50 2 i. 50 SCALE IN FE 1 1 E U— s -s � s 9 -s a -s 9 -s R_S -s N C —_ - --- - - - - -- — M MAS M. ADISON\A D ___ - - - -- -- WIFE! HENRY ETTA MA N 10' P. .E. 1 79.143 ACRE TRAC j; 01 P.U_E. U) ! VOL. 1005, PG. 62 ZON -1' ~- _ LOT 2 t : I I J WINDSOR POINTE 2354, PG. 257 ZONED F 1 1 HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED DRAINAGE FLAWS. STAKES-1"x2" 2 PER BALE SILT FENCE FABRIC DIRECTION OF FLOW EXISTING GROUND 4" BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE W/ NTS WIRE FENCING TO SILT FENCE FABRIC DIRECTION OF FLOW EXISTING.. GROUND 4 :" BURY BOTTOM FLAP \-12 MIN. DEPTH SILT FENCE NTS THIS DOCUMENT IS PEA GRAVEL OR SAND FILLED NYLON RELEASED FOR THE BAGS EIGHT APPROVED- EQUIVALENT) ) PURPOSE OF REVIEW END. EIGHT MIN_), LAID END TO PAVEMENT AREA OF GUTTER ONLY UNDER THE AUTHORITY OF JOSEPH TOP OF CURB P . SCHULTZ P.E., LICENSE NO. 65889, ON. MAY 6, 2004. IT IS NOT TO BE USED O FOR BIDDING OR CONSTRUCTION CURB /GRATE. INLET OR. JUNCTION. BOX PURPOSES, INLET PROTECTION NTS } 0 U CL U Q Q N M f M0 lI CD O <C Q &5 ►ii U O' LI -I W in C) E i / !� N \ , ;i I) 0 0 L1') It 00 EXISTING CONTOUR - MINOR - T - T - T- J N U S_8.. 8" SEWER LINE oes N Q 0 L o� PROPERTY BOUNDARY LINE - - PROPERTY LINE U) o _O U SILT FENCE o F— z o� U) 0 v a � L_ o vi a,.. U V W I-- W U F— CHECK DAM N � O Z O z V ~ HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED DRAINAGE FLAWS. STAKES-1"x2" 2 PER BALE SILT FENCE FABRIC DIRECTION OF FLOW EXISTING GROUND 4" BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE W/ NTS WIRE FENCING TO SILT FENCE FABRIC DIRECTION OF FLOW EXISTING.. GROUND 4 :" BURY BOTTOM FLAP \-12 MIN. DEPTH SILT FENCE NTS THIS DOCUMENT IS PEA GRAVEL OR SAND FILLED NYLON RELEASED FOR THE BAGS EIGHT APPROVED- EQUIVALENT) ) PURPOSE OF REVIEW END. EIGHT MIN_), LAID END TO PAVEMENT AREA OF GUTTER ONLY UNDER THE AUTHORITY OF JOSEPH TOP OF CURB P . SCHULTZ P.E., LICENSE NO. 65889, ON. MAY 6, 2004. IT IS NOT TO BE USED O FOR BIDDING OR CONSTRUCTION CURB /GRATE. INLET OR. JUNCTION. BOX PURPOSES, INLET PROTECTION NTS } 0 U CL U Q Q N M f M0 lI CD O <C Q &5 ►ii U O' LI -I W in C) E i / !� N \ , ;i Z - ?93 - -- EXISTING CONTOUR - MINOR - T - T - T- J N EXISTING 12" WATERLINE S_8.. 8" SEWER LINE oes MANHOLE 0 WATER. VALVE - - PROPERTY BOUNDARY LINE - - PROPERTY LINE U) EASEMENT UNE _O EXISTING OR PROPOSED SILT FENCE o F— z O U) Z W a � <C w V W I-- W U F— CHECK DAM o— O Z O z _J O O F— J � Z Q F- 0 w CL W W Cr m J 0 F- Z) Z) O O Q c) U W O ao F J U) SHEET OF 2 HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED DRAINAGE FLAWS. STAKES-1"x2" 2 PER BALE SILT FENCE FABRIC DIRECTION OF FLOW EXISTING GROUND 4" BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE W/ NTS WIRE FENCING TO SILT FENCE FABRIC DIRECTION OF FLOW EXISTING.. GROUND 4 :" BURY BOTTOM FLAP \-12 MIN. DEPTH SILT FENCE NTS THIS DOCUMENT IS PEA GRAVEL OR SAND FILLED NYLON RELEASED FOR THE BAGS EIGHT APPROVED- EQUIVALENT) ) PURPOSE OF REVIEW END. EIGHT MIN_), LAID END TO PAVEMENT AREA OF GUTTER ONLY UNDER THE AUTHORITY OF JOSEPH TOP OF CURB P . SCHULTZ P.E., LICENSE NO. 65889, ON. MAY 6, 2004. IT IS NOT TO BE USED O FOR BIDDING OR CONSTRUCTION CURB /GRATE. INLET OR. JUNCTION. BOX PURPOSES, INLET PROTECTION NTS } 0 U CL U Q Q N M f M0 lI CD O <C Q &5 ►ii U O' LI -I W in C) E i / !� N \ , ;i , - ?93 - -- EXISTING CONTOUR - MINOR - T - T - T- EXISTING UNDERGROUND -PHONE CAB - W -12 --- EXISTING 12" WATERLINE S_8.. 8" SEWER LINE O MANHOLE 0 WATER. VALVE - - PROPERTY BOUNDARY LINE - - PROPERTY LINE - - - - - - - EASEMENT UNE CONSTRUCTION EXIT EXISTING OR PROPOSED SILT FENCE _ GRO PUBLIC ROAD OR STREET a � HAY BALE • THE EXIT SHALL BE MAINTAINED AND KEPT IN A CONDITION • CHECK DAM ST ONE , NTS 3" DIA. CRUSHED > • E XIT LENGTH - - 30'. SIZE, LOCATION AS SHOWN ON THIS SHEET. , - ?93 - -- EXISTING CONTOUR - MINOR - T - T - T- EXISTING UNDERGROUND -PHONE CAB - W -12 --- EXISTING 12" WATERLINE S_8.. 8" SEWER LINE O MANHOLE 0 WATER. VALVE - - PROPERTY BOUNDARY LINE - - PROPERTY LINE - - - - - - - EASEMENT UNE CONSTRUCTION EXIT EXISTING OR PROPOSED SILT FENCE PUBLIC ROAD OR STREET �e••eeee••e•sew••••we• THE EXIT SHALL BE MAINTAINED AND KEPT IN A CONDITION FROM LEAVING THE SITE. ADDITIONAL CRUSHED-STONE SHALL BE ADDED-AS NECESSARY. CONSTRUCTION EXIT NTS CONSTRUCTION NOTES: 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required: Dig Tess (800) 344 -8377 Oncor Gas 774 -2501 COX Communications (979) 846 -2229 Verizon . (800) 344 -8377 2. It is the responsibility_ of the Contractor to use whatever means necessary to minimize erosion and prevent sediment from leaving the project site. 3. The Contractor is responsible for inspecting and maintaining the erosion and- sediment - control- devices. Inspections shall be done -every 14- days and after every rainfall event of 1/2" or more. 4. All construction shall be in accordance with the 2004 Bryan /College Station Standard Specifications and Details for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 5. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for. trench safety.. requirements. 7. The Contractor is required to maintain the TPDES General Permit No. TXR 150000 requirements for construction sites. LEGEND NOTE: TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. 300 EXISTING CONTOUR - MAJOR - ?93 - -- EXISTING CONTOUR - MINOR - T - T - T- EXISTING UNDERGROUND -PHONE CAB - W -12 --- EXISTING 12" WATERLINE S_8.. 8" SEWER LINE O MANHOLE 0 WATER. VALVE - - PROPERTY BOUNDARY LINE - - PROPERTY LINE - - - - - - - EASEMENT UNE CONSTRUCTION EXIT ■ ■ SILT FENCE VICINITY MAP � s T O �- �c` �P PROJECT NOT T4 SCALE LOCATION '�� THIS DOCUMENT RELEASED FOR PURPOSE OF RE Horizontal Alignment PI station Report. ONLY UNDER TF Desc: 8" Sewer Line s -1 AUTHORITY OF -- Station - - - - -- Northing - - - - - -- Fasting -- Distance Direction P.. SCHULTZ P.E 0 +00 10210749.2121 3566203.4170 LICENSE NO. 6„ I I ( 171.7325 N 42 -28 -29 E ON MAY 6, 200 I 1+71.73 10210875.8775 3566319 IS NOT TO BE t I-- - � FOR BIDDING OF CONSTRUCTION PURPOSES. BLOCK 1. -LOT I /-.763 AC -IZES z 0 � O Q I.I. 1. LOT" 2 m W W zz o QQV) w Sta. 0 +00 SEWER. L I NE. -S -1. Sta.. 1+71,73. 0 0' W —j N n O E Existing MH ( Proposed MH No. 1 E I I -s 0-- - - S -8 s -8 140 - --s -8 - - 1+71.73 zz — — -- — — 0 v 3: to W zo> O / F �n 0 N �—� o STEPHEN A. MADISON AND w o DIANE KAY MOMODA - MADISON, TRUSTEES ry 9.143 ACRE TRACT' N VOL. 3783, PG. 113 (2261/29) O W ZONED C -1 o° O 0 Q e� V) 40 20 0 40 O +- U SCALE IN FEET O C p O U E _ v PROFILE SCALE v w i.. wo 1" = 40' HORZ �o r CM N NON- STRUCT RAL 1 1" = 4' VERT. BACKFILL PVC, SDR -26, (ASTM D -3034) + �.-- r' O NOTES: MH NO. 1 ' 1. REFER TO THE SANITARY SEWER W T- DETAILS SHEET FOR EMBEDMENT AND STA 1 +71. 73 BACKFILL DETAILS. C) 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY STD. 4' DI A. MANHOLE DATA. EXISTING MH E TOP OF M NHOLE= 2.79.74. STA. 0 +00.00 0 O STD. 4 A. M NHOLE > TOP OF MANHOLE = 280.85 I o0 EXISTING GROUND 280 W 280 W o0 �nn vJ SHEET 0.40% „ 1 PIPE, ASTM D -3 334, SDR -26 ®0. 07o � EXISTING 8" SEWER LINE 272 _ CONNECTION TO EXISTING MAN_ H LE. 272 TO BE IN ACCORDANCE WITH DEJAIL S1 -0.4. ON. FIGL RE 5. N N W J 00 26.4 Q _j � - 264 O .z O W _ X N w II I d O 00 LL ►� 0 OZ L0 C N (6 O I (n X W 00 N N 04 N (n L, � N PROFILE SANITARY SEWER LINE S-1 OF 2 v w i.. wo �o r CM N 0 6 SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D -3034) + �.-- r' O NOTES: O ' 1. REFER TO THE SANITARY SEWER W T- DETAILS SHEET FOR EMBEDMENT AND V BACKFILL DETAILS. C) 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY u -, Q DATA. O O 0 O _ r z > J W Q D.. z o0 VJ W W W o0 �nn vJ SHEET PROFILE SANITARY SEWER LINE S-1 OF 2 NOTES: fI rTE: I. A MAX. OF ,r AND A MIN. OF 2 THROAT RINGS SHALL BE USED .4T EACH tAANHOLE MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRAE. IN NEW OR EXISTING RIGHT -OF -WAY. ADDITION OF CEMEIAT STABILIZED SAND OR GRAVEL 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN PING /COVER, ADJUSTI -AEiiT MAY BE REQUIRED TC STABILIZE FOUNDATION. PINGS AND CHIMNEY OR CORBEL /CONE SECTIOIJ. 3: MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOW'-. MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12 - ----------------- ------------- 8„ 12 AND OVER -- --- -- ---- ----- ----- - --- -- 12„ 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT ------- _----------------------- 98 % STANDARD PROCTOR ASTM D 698 LAI IDSCAPE AREA -------------------------- _ 90 % STANDARD PROCTOR ASTM D 698 L. � TSEE NOTE- 7. 5. NO RINGS ARE REOLARED OUTSIDE OF STREET RIGHT -OF WAY 6. II +I c LOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BA' E FLOOD wnRwllc a1 ELEVATION OR .4 BOLT DOWN WATER TIGHT RING AND Ci NFR i =r SHALL BE USED. SEWER SIGN 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGPI� " ,, ° '_J SEWER CROSSES OPEN FIELDS. (SEE DETAIL SOI -05) STD. CAST IRON MANHOLE COVER -7 3' Mil E (_, T I LI �` A - A AND FRAME (30" DIA. OPENING) J OR EQUAL j 12" MAX. ' SEE MOTE 1. --'� =, PRECAST REINFORCED NOTE: CONC. MANHOLE SECT. -�- DROP FITTINGS ARE TO BE � - -� ST0. 45 ° Vd'(E ASTM DES. C -478 � 8' GREEN, ` HEAVY DUTY, RESTRAINED JOINT DUCTILE 5" MINI BACK: FILL AROUND MH SHALL � ` WING CHANNEL POST IRON PIPE. CEMENT 'STABILIZED BE AS PER NOTE 4. VARIES VARIES SAND AS SHOWN. 5" MIN. - - RUBBER - (ASKET .JOINJTS -_ (SEE TABLE) STD. 45" WYE­ �} 4 _ � 9 INI'SIDE DINTS .._ PLUG G DAIrL IL max - VARIES 'L " A __ VARIES F A \ � - T •., - ,1 � .- 45° EENJD - 7 EASE i ARIES, MANHOLE DIA MAIN SIZE '15` BEND - / + 90' BEND 4 FT <On. "4 BAPS BENT Q 90° AND 6" IvIIIV. J B A S E 5 FT >18in. :30in. TIED TO WALL AND BASE. V07ES: SEE l- NOTE) FOUNDATION i 6 FT �61n' 1. FURNISH AS SHOWN ON PLANS , -___ _ __ _ 4 BARS, 0" AND /OR AT EACH hAANHOLE WHERE NOTE DEPTHS GREATER THAN 12' �- SEWER LINE CROSSES OPEN FIELDS /4 a � WILL REQUIRE 2 MATS OF BLACK 'I' BARS. O.C.E DEPTHS GREATER THANK 1L' HILL INVERT = 3/4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. TEXT ^. SIGNS TO BE CONSTRUCTED REQUIRE 2 MATS OF REINFORCING STEEL 11 +1 THE BASE. UP TO 24 ". 24" AND LARGER FROM 20 GA. STEEL BAKED ON SHALL BE FULL DEPTH INVERTS. „ ENAMEL FINISH. FURNISH ONE 10" UNDERGROUND SEWER ONE SIGN AND ONE POST STANDARD DROP M AN H O L E CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING, ACROSS OPEN FIELD AND AT OTHER MUTE: CAP CLEAN -OUT AT BLIND FLANGE 0111 S 1- 0 2 STANDARD MANHOLE S 1- 0 3 LOCATIONS AS SHOWN ON PLANS. RESTRAINED JOINT FOR FORCE MAIfdS. ELLOW FURNISH SAME NUMBER OF BACKGROUND- 14" REPLACEMEfdT SIGNS AS FOR EACH MOTES: ; INSTALLED (OMITTING MANHOLE ` - I. 1" DIA. "STARTER," Hi)LES SHALL BE DRILLED THROUGH \VALE OF (v1 Ai \.IHOL�E I NUMBER ON (MANHOLE SIGN) EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. A SEPARATE PAY ITEM) PIPE O.D. REMOVE INVERT AS REQUIRED 7" PLUS 4" AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED -- BLACK' PRESSURE PERIPHERAL HAVE SMOOTH TRANSITION LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. SENSITIVE NUMBERS i "STARTER" HOLES / - INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. TO BE ADDED AFTER, (SEE NOTE 1.) �- (J /� d BASIC SIGN HAS BEEN i �( EXISTING II'd \ /ERT AS REQUIRED. 2. THE NUMBER OF REBAR DOWELS SHALL VAR`( WITH SIZE OF WHITE IO PAINTED. C_ / OPENING. REBAR SHALL NOT BE SPACED MORE THAN) 12" CC. BACKGROUND. -' 3. WATERSTOP SHALL BE INISTALLED INI STRICT ACCORDANCE WITH ! OPENING CREATION DETAIL ` NON)- SHRINK MANUFACTURERS REQUIREMENTS. SEWER WARNING AND �' GROUT / 4. CONCRETE SHALL BE 3,0001 F.S.I. MANHOLE IDENTIFICATION SIGN ` t SYNKO-FLEY, PREFORMED -- ""� -- -- CONCRETE ADHESIVE DIAMETER BLOCK 1 -0 S 1- 01 WATERSTOP, OR APPROVED VARIE ' ^3 REBAR (14" LONIG) EQUAL. (SEE NOTE 3.) 1 O EMBEDDED AND \\ 2" CLR NJON- SHRINK EPDXYED INTO MANHOLE \ WATERSTOP - PIPECONIX (TYP.) GROUT _ . (SEE NOTE 2. NEW INVERT WALL 3 " ) .� �`- MANHOLE ADAPTER ��- 1 PIPE O.D. SEAL, OR APPROVED PIPE O.D. �- B.1, PLUS 18" EQUAL. (2 REQ'D) PLUS 1$" - - -- - /CONNECTION DETAIL SECTION VIEW MANHO E TOPTEIRECONX � I MAN C DET AIL OR APPROVED EQUAL. _ (2 REQ'D) D STANDARD MANHOLE T I E - I N I CONN ECTION DE SECTION VIEW e'? 51 -04 4" PVC EXTENSION W /PVC CAP (SEE NOTE 3) PVC DOUBLE WYE- - WITH PVC CAP (SEE (VOTE 3) 2.01 / w a o w f z f PLAN (TYPICAL) 0 SIDEWALK -3.5' MAX. OR AS DESIGNED (SEE MOTE 1 ) 2' PVC -' (SEE NOTE 3) STD. 45' PVC BEND CON(.';. CURB & GUTTER WATER LIME (MIN. W BURY) DESIP.A.BLE SEE NOTE 5-, SIDEWALK �I SUBGRADE c l MAIN TRACK 4' 6 full(!. \ DITCH s 1 0 4'-0" MIN. STEEI- CASING -J CARRIER PIPE -j MACHINE BORING MACHINE BORING (TUNNELING IN EMBANKMENT) (TUNNELING II\1 CUT) (VOTE: 1. FOR MORE INFORMATION ONI WATER .AND SEWER( LIME CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEINER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED I1\1 THE TECHNICAL SPECIFICATIONS. .,. DRY BORING IS REQUIRED. (SEE NOTE 1J AS GESIGIdEO i TYPICAL RAILROAD CROSSING (SEE TE � 53 -01 PVC (SEE NOTE 3) - l( r ' 7 i 10 2'-0" Milli, MACHINE _BORING 2' 0" MIN. PVC SDR 21 D C-LOX MINE -SEWER LINE L STD PVC COUPLING (TUNNELING) 0 OPEN CUT 0 ° 3'-0" MIN. LIMIT ` SERVICE FITTING -+w (SEWER TEE) I. PVC SDR 21 D C-LOX MINE -SEWER LINE L STD PVC COUPLING OPEN CUT _ LIMIT SIDEWALK MAY BE OPEN CUT OR BORED i A S DIRECTED B`,' PROFILE THE EN GINEER NOTE: STEEL CASING -/ , ' I AS REOIIRED �'- P ACh: OF CURB CARRIER. PIPE I(' IV THAN 7 BELOW N PP.O OSED B • WYE SERVICE ELEVATION h LESS _ 1. WHERE DOUBLE MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. NOTE: 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING -n 7 ?7 I + D IV TI N WITHI THE R -0 t! SHALL BE 1 41 MATERIAL. �. A SERVICE CONNECTIONS O S V E SDP, _ D__ t WATER AII A LL SEE CITY STANDARD SPECIFICATION FOR N 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LII'JE CONSTRUCTION. SEWER LINE CONSTRUCTION. c l I IN STALLED S 1 If t T 'Y 71 - O SERVICE. '1+ I PJ O UT I_ REQUIRED AND WILL BE _ ALLED 6 -IC PLUMBER AT THE ROW FOR EACH SE 'SPECIFICATIONS `. A CEA 0 PLU KBE 2. STEEL CASIPdG SHALL BE AS SPECIFIED II'•1 THE TECHNICAL SPECK CATIONS SEWER SERVICE L INE CROSSING 3. DR`( BORING PREFERRED, WET BORING ALL_GWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 53 -00 TYPICAL CITY STRE CROSSING 53 -02 MACHINE BORING _ (TUNNELING) SHOULDER SHOULDER VARIES 7 � VARIES - 5'-0" / WIDTH OF PAVEMENT 5'-0" Milli. - - MIN. 3'-0" BELOW DITCH FLOW LINE. CARRIER PIPE x MOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LIME 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 IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING S3 -03 - *2 STIRRUP, 24" O.C. \t 1. u4 BARS CONCRETE ENCASEMENT S4 -02 2 -1/4" = "MAC HINED BEARING SURFACE PICK HOLE DET - SEE BOLT HOLE DETAIL ((WATERTIGHT COVER ONLY) BOLT HOLE DETAIL \ - 31-1/4" 2 -3 I6" - - GROOVE FOR 1/4" DIA. 4 -1/` ". Fi I I/2 ,I NEOPP.ENIE GASKET COVER LA(_ O A l =- 33-15/ 16" -� _ FRAME `';EC1- 101 \1 2 1- 3 /4 "-; COVER SE(;TI(__d1 (4) 1/2" DRILLED AND LL D BOLT HOLES IWATEP.TIGHT FRAME ONLY) 112 " -'13 X 1 -3/4" SS HX HD BLTS (4) J/2" 1.`. X 1314" SS HX HD BLTS \ WITH STEEL £ RUBBER WASHERS 7 SFEEL RUBBER WASHERS r' 1 f - , `.. (W r 7 i ONLY - V1420 AIERTI H \ER -NL`( V1420 APT) .N (WATERTIGHT ,C \ ( ATER TIGHT COVER AFT . \�`•��•.%' r a �\ • "`\� -. moo_, FRAME PLAN COVER f =ACE C OVER FACE (VULCAN V1420) (VUL-CAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4 -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION( AND GRASS COVER HAVE BEEN BARED BY CONSTPUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE EN,IRE TllulE THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GRDWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEM REMOVED BY CONTRACTOR. ALL EROSION( CONTROL MEASURE SHOULD BE CLEANED OF SILT AFTER EVER)' RAIN(. ESTABLISHMENT OF VEGETATION( MAY BE .A WARRANTY ITEM. (TUNNELING) 0 W IDTH OF PAV EMENT I 0 ° 3'-0" MIN. OPEN CUT _ LIMIT SIDEWALK MAY BE OPEN CUT OR BORED i A S DIRECTED B`,' PROFILE THE EN GINEER NOTE: STEEL CASING -/ , ' I AS REOIIRED �'- P ACh: OF CURB CARRIER. PIPE I(' IV THAN 7 BELOW N PP.O OSED B • WYE SERVICE ELEVATION h LESS _ 1. WHERE DOUBLE MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. NOTE: 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING -n 7 ?7 I + D IV TI N WITHI THE R -0 t! SHALL BE 1 41 MATERIAL. �. A SERVICE CONNECTIONS O S V E SDP, _ D__ t WATER AII A LL SEE CITY STANDARD SPECIFICATION FOR N 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LII'JE CONSTRUCTION. SEWER LINE CONSTRUCTION. c l I IN STALLED S 1 If t T 'Y 71 - O SERVICE. '1+ I PJ O UT I_ REQUIRED AND WILL BE _ ALLED 6 -IC PLUMBER AT THE ROW FOR EACH SE 'SPECIFICATIONS `. A CEA 0 PLU KBE 2. STEEL CASIPdG SHALL BE AS SPECIFIED II'•1 THE TECHNICAL SPECK CATIONS SEWER SERVICE L INE CROSSING 3. DR`( BORING PREFERRED, WET BORING ALL_GWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 53 -00 TYPICAL CITY STRE CROSSING 53 -02 MACHINE BORING _ (TUNNELING) SHOULDER SHOULDER VARIES 7 � VARIES - 5'-0" / WIDTH OF PAVEMENT 5'-0" Milli. - - MIN. 3'-0" BELOW DITCH FLOW LINE. CARRIER PIPE x MOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LIME 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 IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING S3 -03 - *2 STIRRUP, 24" O.C. \t 1. u4 BARS CONCRETE ENCASEMENT S4 -02 2 -1/4" = "MAC HINED BEARING SURFACE PICK HOLE DET - SEE BOLT HOLE DETAIL ((WATERTIGHT COVER ONLY) BOLT HOLE DETAIL \ - 31-1/4" 2 -3 I6" - - GROOVE FOR 1/4" DIA. 4 -1/` ". Fi I I/2 ,I NEOPP.ENIE GASKET COVER LA(_ O A l =- 33-15/ 16" -� _ FRAME `';EC1- 101 \1 2 1- 3 /4 "-; COVER SE(;TI(__d1 (4) 1/2" DRILLED AND LL D BOLT HOLES IWATEP.TIGHT FRAME ONLY) 112 " -'13 X 1 -3/4" SS HX HD BLTS (4) J/2" 1.`. X 1314" SS HX HD BLTS \ WITH STEEL £ RUBBER WASHERS 7 SFEEL RUBBER WASHERS r' 1 f - , `.. (W r 7 i ONLY - V1420 AIERTI H \ER -NL`( V1420 APT) .N (WATERTIGHT ,C \ ( ATER TIGHT COVER AFT . \�`•��•.%' r a �\ • "`\� -. moo_, FRAME PLAN COVER f =ACE C OVER FACE (VULCAN V1420) (VUL-CAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4 -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION( AND GRASS COVER HAVE BEEN BARED BY CONSTPUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE EN,IRE TllulE THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GRDWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEM REMOVED BY CONTRACTOR. ALL EROSION( CONTROL MEASURE SHOULD BE CLEANED OF SILT AFTER EVER)' RAIN(. ESTABLISHMENT OF VEGETATION( MAY BE .A WARRANTY ITEM. W tU.) Z. r s 0 ;sue e w r J O Y w ifi ems_ r 1L _ ' O T } (� m I L_LJ Jw h �, DRAWN BY <`= D -31 -03 SCALE: N T S APPROV :_ W. P. K. F= 10UF?E= SHEET 1 OF 1 0 0 0 0 ° o W /PVC CAP 1 -+w (SEE NOTE 3) I. WHERE DOUBLE WYE SERVICE i �l u BELOW PROPOSED BACK OF D D D d D p 2.0', UJ e cn cn vJ cn cn cn w w w w w w w o- W tU.) Z. r s 0 ;sue e w r J O Y w ifi ems_ r 1L _ ' O T } (� m I L_LJ Jw h �, DRAWN BY <`= D -31 -03 SCALE: N T S APPROV :_ W. P. K. F= 10UF?E= SHEET 1 OF 1 1 T E: 4" PVC EXTENJSIONI - 16" 8 24' 12 W /PVC CAP 1 -+w (SEE NOTE 3) I. WHERE DOUBLE WYE SERVICE i ELEVATION IS LESS THAN 2' -7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST PVC DOUBLE WYE 2.0', . BE SET TO ALLOW SANITARY e �n1 (SEE NOTE 3) _T. � w -, W tU.) Z. r s 0 ;sue e w r J O Y w ifi ems_ r 1L _ ' O T } (� m I L_LJ Jw h �, DRAWN BY <`= D -31 -03 SCALE: N T S APPROV :_ W. P. K. F= 10UF?E= SHEET 1 OF 1 ­METER BOX OR STANDARD CLEAN-OUT BOOT 6" CLEAN OUT STACK DIP OR PVC FOR EARTH; SEE BEDDING AND TP,EIVC:H DETAIL R -O -W - VARIES 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE LI SAND AS SHOWN. r I 3.5' MIN.(SEE (VOTE 1,) - III -IVOI LESS THAN 3" ,I PVC. (SEE (VOTE 3) (MII'J. I/ SLOPE) (\ ' STD. 45' BEND STACK: --\ VARIES IN HEIGHT `a - V,O� �, BEND �` 45 \ _T-T -Y SERVICE FITTING (SEWER TEE) `( SEE NOTE 5- "`- --STD. 45 BEND STANDARD CLEAN OUT FOR MAIN LINE DEEP C01 \l�•.IECTION PROFI 52 -01 (A) SELECT NATIVE MATERIAL ORIGINAL GROUND IN R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF / FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN! TWO (2) NOTES: �- -- VARIES INCHES IJ +I THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR `?- MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12" - 18" DEPTH. 1. FOR BEDDING AND TRENCHING WI'H[[] EXISTING STP.EETi .I c / STRUCTURAL AREAS SEE DETAILS FOR OPENI CLIT STREETS. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO 4/ OF OPTIMUM UNDER NON- STRUCTURAL a, 2. ALL BEDDING & INSTALLATION! OF PVC PIPE SHALL BE IN 3S' MIIV.(SEE IVQTE Li - AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A �_ c - C) SELECT MATERIAL ACCORDANCE TO ANSI /AWWA STANIDARDS. OR PVC MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED 6 „ - PIPE. J 12" u IRON I fJ1 _ ON A a C;. PL � BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. ALL BEDDING a INSTALLATION _ OF DUCTILE E `SHALL OPTIMUM TO a42 OF OPTIMUM UNDER FUTURE STREET AREAS. � � © (MANUALLY BE IN ACCORDANCE TO ANSI /1 l! x150 /A21 50. ( CON r , - - 4.CUMPA.,T1 N SHA 'I+ I MECHANICAL e + (. S LL BE k I T H I lEC � r Ivif i�Hiu 11 TAMPING. I'• G C) GRA MATERIAL . Y AT OPTIMUM _, I. A P f 1 _. PVC (SEE NOTE . MATERIAL 3) \ MAT RUN c S ` E L SHA LL BE BANK < II UII RIVER ,,AND WHICH I_ FREE MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 1% SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 1 0' MATERIAL AND WHICH, WHEN TESTED BY STANDARD �� WAY SHALL BE CONTROLLED CONTRACTOR, / - I � C Bl' THE LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: UNDISTURBED SOIL 6. ALL TRENCHES SHALL BE BACK FILLED ARID TEMPORARY PAVING (SEWEERR T `( SER TEITTIIVG' E) SEE NOTE 5 \ MAXIMUM PLASTICITY INDEX 15 MAXIMUM LIQUID LIMIT- 45 - \\ p D PIPE - i 1 "= OR PLATING PLACED AT THE END OF EACH WORKING DAY. , TEE) MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 \ •� 6" MIN./12" Iv1AX. 7. TWENTY -FOUR (_'4) HOUR, NOTIFICATION) TO ENIGIrdEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENICEIvIENIT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD COI JI \IECTION PROFILE COMPACTED ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENJT STABILIZED SAND, 1 -1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER SERVICE CONNECTION I S2-00 1 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 52 -02 PIPE C + 1' -� - 112 HOOPS, /-0 12" 0. C. PIER DIA. AS SHOWN ON PLANS - 3 „ CLEARANCE MININJMUM L SECTION A -A IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY o' PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORI SHOWN HOWNI IS CITY 1 � a MINIMUM. ALL PIERS SHALL BE POUR CONC. AGA DESIGNED BY A PROFESSIONAL ENGINEER, v ° w UNDISTURBED EARTH m ( -J INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 12' MAY,. VARIES 3" CLEAR. (MIN) P L A \I 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUCTILE IRON PIPE \ 10 PIER (2 REQ'D. PER PIER) WRAP WITH ONE LAYER \ \ V x 18" GALVANIZED STEEL 42" ? OF TAR? PAPER TO / PREVENT BONDING �S` ANC HOR BOLT SECURED TO / VERTICAL REINFORCING STEEL _ NOTES= 1. EACH PIER SHALL BE COMPLETED IN SINGLE CONTINUOUS POUR. F -_ w A A 2. CHAMFER EDGES 3/4 ". {�� °- ~ o 3. CONTRACTOR SHALL CONSTRUCT J w 0 I- w CONCRETE' PIER TO A MINIMUM 1 (If cc VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH w• z d WHERE A GOOD BEARING SAIL w ° V "2 HOOPS, '12" O.C. PIER, DIAMETER 1 T E: 4" PVC EXTENJSIONI - 16" 8 24' 12 W /PVC CAP 14 (SEE NOTE 3) I. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2' -7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST PVC DOUBLE WYE 2.0', . BE SET TO ALLOW SANITARY WITH PVC CAP SEWER SERVICE. (SEE NOTE 3) _T. � w -, cl- J 2. MARK EACH SERVICE END WITH 0 METAL "T" POST PAINTED GREEN. I Cr LL 3. ALL MATERIAL SHALL BE SDR 21 � �- D2241. y f 4. GLUED FITTINGS WILL ; L BE (G ALLOWED AT THE DOUBLE WYE CONNECTION. GLUED FITTINGS TO �• i °) `:- BE PVC -DWV. SEE NOTE 5- ' 5. A GLEAM OUT IS REQUIRED AIVD VdILL BE INSTALLED BY THE PLUMBER AT THE ROW P LAN FOR EACH SERVICE. ­METER BOX OR STANDARD CLEAN-OUT BOOT 6" CLEAN OUT STACK DIP OR PVC FOR EARTH; SEE BEDDING AND TP,EIVC:H DETAIL R -O -W - VARIES 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE LI SAND AS SHOWN. r I 3.5' MIN.(SEE (VOTE 1,) - III -IVOI LESS THAN 3" ,I PVC. (SEE (VOTE 3) (MII'J. I/ SLOPE) (\ ' STD. 45' BEND STACK: --\ VARIES IN HEIGHT `a - V,O� �, BEND �` 45 \ _T-T -Y SERVICE FITTING (SEWER TEE) `( SEE NOTE 5- "`- --STD. 45 BEND STANDARD CLEAN OUT FOR MAIN LINE DEEP C01 \l�•.IECTION PROFI 52 -01 (A) SELECT NATIVE MATERIAL ORIGINAL GROUND IN R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF / FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN! TWO (2) NOTES: �- -- VARIES INCHES IJ +I THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR `?- MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12" - 18" DEPTH. 1. FOR BEDDING AND TRENCHING WI'H[[] EXISTING STP.EETi .I c / STRUCTURAL AREAS SEE DETAILS FOR OPENI CLIT STREETS. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO 4/ OF OPTIMUM UNDER NON- STRUCTURAL a, 2. ALL BEDDING & INSTALLATION! OF PVC PIPE SHALL BE IN 3S' MIIV.(SEE IVQTE Li - AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A �_ c - C) SELECT MATERIAL ACCORDANCE TO ANSI /AWWA STANIDARDS. OR PVC MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED 6 „ - PIPE. J 12" u IRON I fJ1 _ ON A a C;. PL � BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. ALL BEDDING a INSTALLATION _ OF DUCTILE E `SHALL OPTIMUM TO a42 OF OPTIMUM UNDER FUTURE STREET AREAS. � � © (MANUALLY BE IN ACCORDANCE TO ANSI /1 l! x150 /A21 50. ( CON r , - - 4.CUMPA.,T1 N SHA 'I+ I MECHANICAL e + (. S LL BE k I T H I lEC � r Ivif i�Hiu 11 TAMPING. I'• G C) GRA MATERIAL . Y AT OPTIMUM _, I. A P f 1 _. PVC (SEE NOTE . MATERIAL 3) \ MAT RUN c S ` E L SHA LL BE BANK < II UII RIVER ,,AND WHICH I_ FREE MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 1% SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 1 0' MATERIAL AND WHICH, WHEN TESTED BY STANDARD �� WAY SHALL BE CONTROLLED CONTRACTOR, / - I � C Bl' THE LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: UNDISTURBED SOIL 6. ALL TRENCHES SHALL BE BACK FILLED ARID TEMPORARY PAVING (SEWEERR T `( SER TEITTIIVG' E) SEE NOTE 5 \ MAXIMUM PLASTICITY INDEX 15 MAXIMUM LIQUID LIMIT- 45 - \\ p D PIPE - i 1 "= OR PLATING PLACED AT THE END OF EACH WORKING DAY. , TEE) MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 \ •� 6" MIN./12" Iv1AX. 7. TWENTY -FOUR (_'4) HOUR, NOTIFICATION) TO ENIGIrdEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENICEIvIENIT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD COI JI \IECTION PROFILE COMPACTED ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENJT STABILIZED SAND, 1 -1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER SERVICE CONNECTION I S2-00 1 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 52 -02 PIPE C + 1' -� - 112 HOOPS, /-0 12" 0. C. PIER DIA. AS SHOWN ON PLANS - 3 „ CLEARANCE MININJMUM L SECTION A -A IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY o' PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORI SHOWN HOWNI IS CITY 1 � a MINIMUM. ALL PIERS SHALL BE POUR CONC. AGA DESIGNED BY A PROFESSIONAL ENGINEER, v ° w UNDISTURBED EARTH m ( -J INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 12' MAY,. VARIES 3" CLEAR. (MIN) P L A \I 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUCTILE IRON PIPE \ 10 PIER (2 REQ'D. PER PIER) WRAP WITH ONE LAYER \ \ V x 18" GALVANIZED STEEL 42" ? OF TAR? PAPER TO / PREVENT BONDING �S` ANC HOR BOLT SECURED TO / VERTICAL REINFORCING STEEL _ NOTES= 1. EACH PIER SHALL BE COMPLETED IN SINGLE CONTINUOUS POUR. F -_ w A A 2. CHAMFER EDGES 3/4 ". {�� °- ~ o 3. CONTRACTOR SHALL CONSTRUCT J w 0 I- w CONCRETE' PIER TO A MINIMUM 1 (If cc VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH w• z d WHERE A GOOD BEARING SAIL w ° V "2 HOOPS, '12" O.C. 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