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HomeMy WebLinkAboutDrawings�I General Notes — _ 1. WHERE A CONTRADICTION BETWEEN PLANS AND SPECIFICATIONS OCCUR, THE MORE RESTRICTIVE SHALL GOVERN. FURTHERM6Rf THE C-i�ftREN-T�E�- OF THE BRYAN COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS SHALL BE MADE A PART OF THIS PLAN, AND SHALL BE STRICLTY FOLLOWED! ! ! --- -- W i!_ I # DURING CONSTRUCTION - - - - 2. TREES SHOWN ON THESE PLANS ARE TO BE PROTECTED BY THE CONTRACTOR. REFER TO TREE PROTECTION SPECIFICATIONS FOR APPROPRIATE TREATMENT MEASURES. f 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. ANY VISUAL EVIDENCE IN THE FIELD SUCH AS, BUT NOT LIMITED TO, A SETTLED TRENCH, A DIFFERENCE IN VEGETATION, PAINTED MARKINGS, FLAGSAND OR EXISTINGB � E GROUND APPURTENANCES CONSTITUTE A POSSIBLE EXISTING UTILITY. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL UTILITY Wo � I � COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE ANY EXCAVATION. N � I pED Z A nen -rrrr n e OST DING R� C w�N m r- 0 1.6 N M I I I 0-0 € I Fb I ry M (/� Z i I I I. W I °off Z - W I PROJECT_ —_ W � t I I I Z Zo M It U DZ —_ i i I , II � ��- pry LOCATION W Q W I � I EXISTINGB � E GROUND APPURTENANCES CONSTITUTE A POSSIBLE EXISTING UTILITY. FURTHERMORE, THE CONTRACTOR SHALL CONTACT ALL UTILITY Wo � I � COMPANY REPRESENTATIVES A MINIMUM OF 48 HOURS IN ADVANCE ANY EXCAVATION. N � I pED Z A nen -rrrr n e OST DING R� C w�N m r- 0 1.6 N M r O r-� O d' I I z Z � III W cG G OV O F- 1 V U f� Cx a � W W w 5;� _) W w Iz i NOTES: SEE NOTE 7 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEUCONE SECTION MANHOLE DIA. MAIN SIZE 4 FT <181n. 5 FT �_-181n. <301n. 6 FT >-36in. SEWER SIGN -N. 0 STD. DUCTILE IRON MANHOLE COVER MANHOLE SIGN N 3. MANHOLE BASE THICKNESS AND FOUNDATION AND FRAME (30 DIA. OPENING) (SEE DETAIL S5-02) 6'-0" FROM FLOWLINE TO RIM AS FOLLOWS: OR EQUAL MANHOLE DEPTH (FT.) BASE THICKNESS 3' MIN. STD. DUCTILE IRON MANHOLE 0-12------------8" COVER AND FRAME 12 AND OVER- - - - _ _ _ - 12 (30 DIA. OPENING) OR EQUAL 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: 12" MAX. SEE NOTE 1 12"MAX. COMPACTION REQUIREMENT LOCATION I :` SEE NOTE 1 2'-6" > 2' -0 - PAVEMENT - •_0,PAVE E T_ _ _ _ _ _ _ _ 98 / STANDARD PROCTOR - ASTM D 698 PRECAST REINFORCED o - CLASS "A" CONC. 2' _ _ _ _ 90 o STANDARD PROCTOR - ASTM D 698 6 LANDSCAPE AREA / 3000 PSI IN 28 DAYS CONC. MANHOLE SECT. 5. NO RINGS ARE REQUIRED OUTSIDE OF VARIES ASTM DES. C-478 STREET RIGHT-OF-WAY VARIES SEE TABLE _ ( ) <8,GREENHEAVY DUTY, E C ELVARI SNG HANN POST E T �• 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED BACK FILL AROUND MH FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE PLUG -,,,,6' MIN, BACK FILL AROUND SHALL BE AS PER NOTE 4 g^ �l. VARIES THE BASE FLOOD ELEVATION OR A BOLT DOWN MH SHALL BE AS 5" MIN: MAX EE B S T LE A WATER -TIGHT RING AND COVER SHALL BE USED,. � y� PER NOTE 4 ( ) RUBBER -GASKET JOINTS VENTED WHERE REQUIRED. T - •'IFTNSIDE SEALANT AT ALL OITS 7. WARNING SIGN ONLY TO BE PLACED WHERE 11� 91, 1 SEWER CROSSES OPEN FIELDS. g!:: / MAX ,,� 6" MIN. j MIN�: - 12'IFT 2'-0" PLUG INVERT = 314 DIAMETER F 11 : M R O PIPE ' UP TO 24'. 24"D LARGER AN ARG R I` SHALL BE FULL DEPTH INVERTS. "• i BASE WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, t#4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ 0) #4 BARS BENT Cat 90e AND NOTE: DEPTHS GREATER THAN 12' TIED TO WALL AND BASE. WILL REQUIRE 2 MATS OF WATERSTOP-PIPECONX � REINFORCING STEEL IN THE MANHOLE ADAPTER SEAL, /44BARS, 8,O.C.E.W: BASE. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACFIVANHOLE PRECAST MAIVHOIE STANDARD MANHOLE 51-00 ORIGINAL GROUND OR BOTTOM OF SUBGRADE NOTES: A SELECTE NATIVE MATERIAL 1. FORBEDD/NGAND TRENCH/NGW/THINALL EXIST/NGPAV D MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF 2� E AREAS, ( - A SELECT MATERIAL SEEDETAILS FOR OPENCUTST EETS.(Dete l/s ST4-00, ST4-09 ST4-02). ROCKS LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) THIS NOTEDOES NOTAPPLY TO STREETS BE/NG _ RECONSTRUCTED. R TED. INCHES IN THE LARGEST DIMENSION), COMPACTED TOA � A SELECT MATERIAL MINIMUM OF 90/o OF (�, CEMENT STABILIZED 2. ALL MAXIMUM DENSITY AS DETERMINED BY L_ L BEDDING &INSTALL TIO OF PVC P S 8 12'M INSTALLATION V IPE HALL BE IN ACCORDANCE AX. : TO ANSIIAWWA STANDARDS FOR PVC PIPE. ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND 8„-12MAX(MA (MANUALLY TO+ / OF OPTIMUM UNDER NON-STRUCTURAL .. AAREASie...YARDS' PASTURES, EASEMENTS)NTS AND TO A Q3.ALL BEDDING OF DUCTILE IRON PIPE SHALL BE IN CO NSOLIDATE AT OPTIMUM T M�UY M E ACCORDANCE TO ANSI/AWWA C1 501A21.50. MINIMUMOF98/ OFMAXIMUMD DENSITY AS DETERMINED MOISTURE) .' .OISTRE BY ASTM D 8 T T 69 (STANDARD) AT A MOISTURE CONTENT NTENT WIT 1 ^ 4. COMPACTION HN A TION SHALL BE 6 BE ATTAINED BY ME OW CHANICAL TAMPING. OPTIMUM TO +�"/o OF OPTIMUM UNDER NEW STREET AREAS PIPE BELL 6" BELOW 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR AND STREETS TO BE RECONSTRUCTED. O.D. PIPE BELL PLANKING PLACED THE HE END OF EACH WORKING DAY. UNDISTURBED SOIL plp O.D. UNDISTURBED SOIL , E © GRANULAR MATERIAL O.D.IPE • MATERIAL J 4�- I SHALL BE BANK RUN RIVER SAND WHICH IS FREE O.D. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC \�6�, MIN./12" MAX. � MATERIAL AND WHICH, WHEN TESTED BY STANDARD PLACE METAL DETECTOR 6" MIN./12•' MAX. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: TAPE AT A MINIMUM OF 24 MAXIMUM LIQUID LIMIT 48 ABOVE TOP OF PIPE MAXIMUM PLASTICITY INDEX 18 : MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NON-STRUCTURAL AREAS TO BEPATE D MINIMUM PERCENT PASSING 314 SIEVE 100 ART 9S- THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL OR STREETS TO BE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECOIVSTRLTCTED © `CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE sl -o1 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM DIAMETER I SUBGRADE.. ADDITION OF CEMENT STABILIZED 8 24" SAND OR GRAVEL MAY BE REQUIRED TO _. a.; . NOTE: 14 STABILIZE FOUNDATION. MANHOLE BASE SHALL L BE PLACED ON FIRM R �, SEWER 24 SUBGRADE. ADDITION OF CEMENT STABILIZED 4'p DROP INFLUENT , ...... :.:•:.�_.. ,.. .. .. " SAND OR GRAVEL MAY BE RE REQUIRED TO Op PIPE PIPE p :..: STABILIZE FOUNDATION. /A7 C' IN EXISTING S 1 MANHOLE, PLACE PVC MAIN ELBOW ON BENCH GROUT NEW BENCH TO SPRINGLINE AND TROWEL SMOOTH. _... . • ��' .;.';, , SEWER ;' : „,. ,;; '. PIPE FORM SMOOTH CHANNEL TO INVERT. I` '5" MIN.::` ALL NEW CONNECTION AT EXISTING E- F CEMENT STABILIZED 12" SAND AS SHOWN MANHOLES SHALL BE BY CORING ONLY �. 12 ST,CTIONA �1 `�' > .:>,.,.; ,•.. VARIES- - CEMENT STABILIZED �: '• ,•...: SAND AS SHOWN a' :,:,.:• :::;: 3l 3" y.. i:7, PIA V R 3" A IES A VARIES ' A :. VARIE 3„ SIZE X SIZE WYE SIZE X SIZE WYE 45° BEND - 450 BEND... BASE- _ - - SEE NOTE FOUNDATION STD. DUCTILE IRON MANHOLE COVER AND #4 BARS, 8" O.C.E.W. -DEPTHS WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, FRAME (30" DIA. OPENING) OR EQUAL NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ'D) REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE GRADE RINGS FOR -- _, 8" 18"MAX ADJUSTMENTTO FINISH OF CITY OP COLLEGE STATION - GRADE AS PER DETAIL S1-02 - NOTE 1 .:•.: '' �• • OUTSIDE ` DROP MANHOLE PRECAST FLATTOP LID s. _�__.... � I 3 O.NI Y AI,I,OT LT>7 FOR ATAINI,INF C0.1VATCTIONS V RIAS 4' MIN. (r'ANDLARGER) BACK FILL AROUND MH -f :•-.: ( ) S2-00 �... SHALL BE AS PER .: DETAIL S1-02- NOTE 4 I Yi; 5 INCH THICKNESS (MIN) NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED GROUT USE RAM -NECK O-RING, OR SAND OR GRAVEL MAY BE REQUIRED TO _.-t _ ••. � APPROVED OVER EQUAL STABILIZE FOUNDATION, PVC IN JOINTS :.::.:. •: SEE PLAN OR PROFILE FOR PIPE I CROSS SIZE, TYPE AND INV ELEV 1-3/4" STAINLESS PVC PIPE SIZE EQUAL TO ';;': ;; STEEL BANDS -118" INCOMING PIPE SIZE j :...:; THICKNESS TYP) W/ 5/8" STAINLESSSTEEL 45 -ELBOW TURN WIFLOW ROUT IN PLACE) i`: BOLTS W/EXPANSIONSS i ANCHORS (TYP) SEC770NA - A STANDARD CL CLEANOUT MATCH TOP OF ELBOW W SOFFIT -STANDARD CROSS 6" MIN T T P F SOFFIT F THE ; >• LARGEST PIPE IN MANHOLE .;; II #4 BARS 8 O.C.E.W. ' .E.W. 24" •: 24,r MIN. VARIES `� CE ENT STABILIZED .. SAND AS .• SHOWN. •••• '•'•-••••' . =:, a: .:>,.>,. ''` '�'�'• ., ..... ;:. ;.•..: ..:.•.:• .:.: STANDARD OSS 'I CROSS 3 � � -r.... NOTE: DEP THSGREATER co •' ••` '�' :.' VARIES �' -� N 127 WILL REQUIRE - 2 THAN MATS OF REINFORCING _ VARIES 3" STEEL IN THE BASE 90" BEND .. ARIE t;.:.•. 90° BEND SEE..• •�' 6" MIN. NOTE BASE •,� ; FOUNDATION STANDARD ROP MANHOLE #4 BARS, 8" O,C.E.W. - DEPTHS WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE OR APPROVED EQUAL. CITYOFBRYAV - DROP ANHOLF TO BF, USED ON BASE (2 REQ D) LINEA UP TO IYIIV.SIZE CITY F ESTA O COLLL'G ON -DR , OPMANHOLL' TO BF USM ON LINES UP TO 4'IIVSMF. CITY OF BRAYN I OUTSIDE DROP MANHOLE 0i17.YTVHFArAPPR0T1i,D BYCITYF.NGINF,F.R S2-01 52-02 1 NOTES: NOTES. NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 1. 11" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF ^ 'I _ 33-1/4 DIA 2 51mm LETTERING EXISTING MANHOLE " 845mm NHO SPACED 3 APART CENTER TO CENTER. : 1. EACH PIER SHALL BE L (( [ ] � 2. THIS DETAIL TO BE USED WHEN A 6 OR LARGER LATERAL NECESSITATES CONSTRUCTION OFA COMPLETED IN A SINGLE CONTINUOUS POUR. tETTE121NG STYLE. _ NEW MANHOLE. AFTER "STARTER" HOLES.HAVE BEEN INSTALLED AND APPROVED BOOKMAN OLD STYLE " BY A CITY INSPECTOR THE CONTRACTOR SHALL BEGIN REMOVING 2. CHAMFER EDGES 3/4". 32-3116 DIA 3. FOR ADDITIONAL STANDARDS NOT SHOWN SEE "STANDARD- THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. 2" 51mm LETTERING [818mm] MANHOLE DETAIL S1 02. 3. CONTRACTOR SHALL CONSTRUCT �`'� •• LE ERI G STYLE. 16" CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. T CONCRETE PIER TO A MINIMUM l GE BOOKMAN OLD STYLE 1/4 (6mm DIA 0 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF DEPTH OF 6 OR TO A DEPTH WHERE A GOOD BEARING SOIL IS �9 (2) PICKBARS E [4 mm] MANHOLE. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF ENCOUNTERED. 'Q N OhRE�E GASKET OPENING. REBAR L SPACED MORE Oj •� O (2) PI 14mm SHALL NOT BE OR THAN 12 CC. 4., ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB V 7/16' [ ] 5: DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; WITHIN � �„ � OTHERWISE THE OPENING MUST BE CAST. SIZE LOCATION, 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2 TOLERANCE. 2 2 11mm AT ON, AND ANGLE OF ENTRY SHALL BE AS r.'"I [ ] REQUIRED BY THE PLANS. MANUFACTURERS REQUIREMENTS. ® [51MM] x' [51M ] 762mm 5/16 30" DIA 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE .. [ ] _ 8mm 4. CONCRETE D [ l 6. EXCAVATE TRENCHTOSHALL BE 3 000 P.S.I. DESIGNED BY A PROFESSIONAL ENGINEER. •. „ MIN. 13 .BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND_ � _ " „ .. ' _ _. CRYOFBRYAN N 2 9%16 33 15/16 DIA- BE IA I - COMPACT 6 � M T OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7 DEPTH 6 SACK TOPPING MIX TO l4� [65mm] [862mm] BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACk OF BEDDING, AROUND CONCRETE BLOCK RISERS TO A POINT APPROXIMATELYE cS' R % 40-314 DIA .� 1035 AT SPRING LINE OF THE EXIST. PIPE. FW E ARY S� ° • [ mm] y` 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND „ M... 2 (51mm]LETTERING 6I ;R� 2" 51mm LETTERING ^_ , .,-K FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN.. #4 BAR HOOPS [ l F O „ r LETTERING STYLE. LETTERING S YLE. RAMF, SECTION 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT • 12 O.C. BOOKMAN OLD STYLE PLAN VIETV p,. ►-+ ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING : - -� BOOKMAN O STYLE � PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE _ TO GIVE SMOOTH EDGES. _ PIER DIA. AS SHOWN • ,I MACHINED SURFACE E ' 0 0, 3-13116" ON PLANS ; . 32" DIA 96mm „ x [ ] ",.. G a ,, 813 ..: _.._ a • " 518 ^ 7 � e- 3 CLEARANCE -Tt�l- f -1I2 L 5 (� PIPE O.D.+ 18 [16mm] -7116 „;> <_ CONCRETE � MININMUM � [38 mm] 2-1718- PIPE BLOCK [62mm] " _ PIPE O.D. _ � 718 � PLUS 4" PIPEIO.D. v.,<�:a 2-718" [22mm] m R 1-3/4" 1': DIA X 4„ LG O PERIPHERAL .L wr T73 mm] .. S�CTIOIVA ,. 0 [R44mm] H.R.S. ROD • Q STARTER HOLES 1 (SEE NOTE 1:) 1 COVER SE 7TION PIC&BAR DETAIL w tt tl O \ 2' MAX. 1 OPENING CREATION DETAIL / \ MANHOLE CONNECTION DETAIL " NOTE: �+ A CITY SPECIFIC SANITARY SEWER BOTTOM T ' B 'ZETV STAND D l�ZANHOLE U - LIDS TO BE USED FOR PUBLIC VARIES PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET o 0 OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. - MANHOLE SECTION MIN. 24' BETWEEN CUT-OUT AND PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 SEWER SYSTEMS ONLY, NOT TO OFCOVER BE U ON PRIVATE SEWER RI ED SNG AND COVER SYSTEMS. DUCTILEIRON V-1432-3 S4-01 r, 38" DIA 13/16 3-13/16" [965mm] 114" 6mm DIA 30-3!4" 3/4" [20mm) 96mm MANHOLE CONE: REMOVE INVERT AS REQUIRED 250" [781 mmJ01A. [20mm _j 32-114" DI NEOPRENE GASKET 819mm " EXISTING AND NEW INVERT FOR NEW 180" ID OF GROOVE �� [ ] PLAN [6mm] - F?d!Jd ., 0' DIA 1-1/2 SEWER FILL-IN BETWEEN DOG HOUSE LINE. NEW INVERT SHALL [5mm] �1/2 2-7/8" HUM I [38mmJ 102mm FORM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH HAVE SMOOTH TRANSITION [13mm] 77/ [73mm] [ ] 1 %FT. NEAT AND SMOOTH. NON -SHRINK GROUT AND INTO EXITING INVERT. REWORK ., .. (2 mm] CONCRETE BRICK AS NEEDED EXISTING INVERT AS REQUIRED. 4 WIDE X 3/8 THICK STAINLESS STEEL BOI,I'HOLF,S'ECTION BASE STRAP (PRIMED & PAINTED) FORMED TO 1-3/4 1 (25mm DIA. �. 32-5/16" DIA .� MAINTAINING INSIDE MANHOLE PERMIT SNUG TIGHTENING OF PIPE TO [R44mm] X 5112 140mm rr ,..:„. WALL SHAPE. NON -SHRINK PIER 2 RE D. PER PIER LG STEEL ROD ] [821 mm] 1-112" ( Q ) MACHINE GROOVE t-- 33-11116 DIA [38mm] GROUT DIAMETER MINIMUM 3 - 2-112"X6"X16" 1'-0" DUCTILE IRON PIPE [821mm] GASKET GROOVE FOR .':.. '..:, :... .;.:,. .. VARIES 30 DIA v2'� PICI�BAR DETAIL , DET 4IL 1!4" 6mm DIA. ,., : '...:..::: . '•• .,'. � ,: _'.' CONCRETE BLOCKS. (TYPICAL) `:. WRAP WITH ONE „ GAL IZED S EEL [762mm] ,_ �38mm] { T P 2 CER, NON -SHRINK LAYER OF TAR PAPER � �/ N T 5 NEOPRENE GASKET ,. :.::::: {� :... .: • 6,. OF GRANULAR BEDDING GROUT Lj SECURED TO I��IMESECTIOI� I` IN 1,_0„ SYNKO-FLEX PREFORMED (TYP) NEW INVERT TO PREVENT BONDING ER4, REINFORCING STEEL • PLASTIC ADHESIVE : ;,, WATERSTOP, OR APPROVED PIPE O.D. r : • MACHINEq CITY 1 OF 11 1 AN r 2_718 SURFACE - EQUAL. (SEE NOTE 3.) PLUS 18" G f t Th T1ID� AR ( )) F LETTERING gTY E. e Good Life, Tetr2S Sok, EMBEDDED AN[S WATERSTOP - PIPECONX = W - ° •' Bookman 83 YLE COVER SECTION " EPDXYED IB TO MANHOLE WATERSTOP PIPECONX xLu B k m n LETTERING [73mm] 2 51mm LETTERi G WALL 3". (SEE NOTE 2,) MANHOLE ADAPTER MANHOLE ADAPTER SEAL, w LU A A RECESS FLUSH j PIPE O.D. SEAL, OR APPROVED _ PLUS 18 OR APPROVED EQUAL. EQUAL. {2 REQ'D) 2 .. : I r� r ( REQ D) < °=o: (4) 5/8"A1 NC X 2 LG (4) 518"-11 NC X 2" LG CITY 1 O COLLEGE STATION zW _ l T HEX SS CAP.SCREWS (iE HEX SS CAP SCREWS - 1 CONNECTION DETAIL SECTION VIEW 1 CONNECTION DETAIL SECTION VIEW per• ; > VERTICAL STEEL AS PER TABLE N q &NARROW ZINC PLT. LE Tq & NARROW ZINC PLT. & o o B.1 v �.L & RUBBER WASHERS OV O RUBBER WASHERS GRAVITY SEWER DOGHOUSE MANHOLE B.2 2" 0 2" tf4 BAR HOOPS, 12" O.C. [51mm] a,h Z [51mm] 4„ p [102mm] ® [102 ® mm] f , 1-202-3 -I to WE CITYOFBRYAN (n 0�0UNDSTUREqEARTT ILD SFW yW INTO HOE R ti o o STANDARD t5 1 MANHOLE HOLE TIE-IN .. (2) F ACES RECESSED FLUSH DRAWN 8Y� :: ,,.,.,. 2 [51mm] LETTERING L m LETTERING C.L.M. I DATE 08-01-12 LETTERING STYLE: i Bookman Ola Style PLAN T7F TV BOTTOM VIEW TYPICAL CONCRETE DRILLED SCALE, N T S NOTE: 7C _ u CITY SPECIFIC SANITARY SEWER V V ATER �I APPROVED: W. R. K. PIER FOR AERIAL SEWER LIDS TO BE USED FOR PUBLIC TIGHT MANHOLE RING AND COVER SEWER SYSTEMS ONLY. NOT TO I', �+ 9 BE USED ON PRIVATE SEWER DUCTILEIRONT V-2432-3 F I G U FR = Q 9-00 SYSTEMS. E S3-Ol 54-00 54-02 I O p. 4' 2' 2. , 4 .. STRUCTURAL NEAREST A MAX 6'8" TYP. 2 .., 2 R CTURAL BACKFILL AREA R ST BELL MAX 6'8" TYP. 6'8" TYP. a INCLUDES ALL PAVED AREAS JOINT (TYP. i'' ,. m : 7 MA SIDEWALKS, STREETS, ALLEYS EA. END) �n : DRIVEWAYS - CLR. � AND PARKING AREAS) i EXTEND SHALL �XE D 5 BEYOND a� THE CURB UNE. STRUCTURAL �I BACKFILL SHALL BE CEMENT .- STABILIZED OPTION NO.2 IN o S1-01 OR EXCAVATED SOIL , COMPACTED TO 98% MAXIMUM DRY 8 TYP 1"MIN. CLR. DENSITY AS PER ASTM D698 cr) WITHIN OPTIMUM T + ° O 4/o WET OF ors i CARRIER PIPE STEEL CASING Z OPTIMUM (OPTION N0.1 IN S1-01 CASING SPACER I O o 1 -PC. PULL -ON WATER - o TI ADJUSTABLE ' TIGHT NEOPRENE END TOP RUNNERS - co SEAL W/ STAINLESS. TO MAINTAIN 1 MAX CLR. > cn .. STEEL CLAMPS APS„ ao° w OR "PSI o: MAX STEEL NOTE. BAND CLAMP EL CASING CASING SPACERS -RUNNER MIN. . AT SPRINGLINE THRU 24 DIA CASING OR 6 -RUNNER " - MIN. (24"-42" D I 8 WIDE BAND STAINLESS : IA. CASING STAINLESS (( " ) STEEL (TYPE 304) STL.'i'YPE304, 8 WIDE BAND WI PROVIDE4 POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE OR NON -CENTERED: C BOTTOM ENTERED, LEAR BELL, 45° BETWEEN PIPE AND BAND �� RESTRAINED FROM FLOTATION • BIC �C t . - .. , MIN 5 INSULATED APSINC.,D " IN SS18 POLYMER RUNNER P ` „ „ (TYP) OR CASCADE , � 1 t �I ....CASING DET GENERAL AIL NOTES. � �P S5-03 2,_p„ PAVEMENT ARE IN. 2 0 ALL AREA O �Q AS M MACHINE BORING MIN. S WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED 5 5 Qt _ BY CONSTRUCTION SHALL BE ADEQUATELY '� l Q r TUNNELING AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED OPEN CUT AREAS WHERE � f LIMIT GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AR BIC LIMIT EAS SHALL BE '.: " , , . SEEDED OR SODDED WITHIN 14 CALENDAR DAYS F WIDTH OF PAVEMENT Y O LAST DISTURBANCE. " • NT r •.:: • >. ' ' ....SIDE - t r WALK. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5' ENTIRE TIME THAT EARTH HAS BEEN BARED BY CO - - NSTRUCTIONAND SHALL _ STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH ISE .. ESTABLISHED _ AFTER CON 3 0 MIN. CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. i SIDEWALK MAY BE , ALL EROSION OPEN CUT OR BORED CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AS DIRECTED BY EVERY RAIN. - i THE ENGINEER ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY 1 STEEL CASING TEM. AS REQUIRED STRUCTURAL I CARRIER PIPE i ' NOTE: i I i BACKFILL A 1. FOR AREA MORE INFORMATIONION WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR W ' SEWER LINE CONSTRUC WATER AND TION. I 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALli SPECIFICATIONS. 3. DRY BORING PREFERRED WET BORING ALLOWED ONLY WHEN 55-00 APPROVED BY THE CITY E NGINEER. METER BOX OR STANDARD j CLEAN-OUT BOOT L :I. TYPICAL URBAN CITY STREET (�moll ...,, NOTES: CROSSING L S5-04 I. FURNISH AS SHOWN PLANS �I - AND/OR AT EACH MANHOLE WHERE MACHINE BORING + SEWER LINE CROSSES OPEN FIELDS : BLACK - TUNNELING II TEXT -� 2. SIGNS TO BE CO (TUNNELING) �ARNitd CONSTRUCTED FROM SHOULDER SHOULDER 20 GA. STEEL BAKED ON ENAMEL „ FINISH. FURNISH ON VARIES VARIES p 10 UNDERGROUNDE SIGN AND SEWER ONE POST FOR EACH OPEN FIELD 6' CLEAN OUT STACK D II DIP CONTACT THECIiY AND AT OTHER LOCATIONS AS '. " WIDTH . ,, OR PVC 5 0. TH OF PAVEMENT 5 A. SHOWN ON THE PLANS. FURNISH BEFORE EXCAVATING MIN. MIN. FOR EARTH, SEE SAME NUMBER OF REPLACEMENT BEDDING AND SIGNS AS FOR EACH INSTALLED TRENCH DETAIL YELLOW OMITTING MANHOLE NUMBER BACKGROUND 4„ ON MANHOLE SIGN \:. (NOT A SEPARATE PAY ITEM) ._ ., - CEMENT STABILIZED " MANHOLE ) 3 0 BELOW DITCH FLOW LINE. SAND AS SHOWN \ 7 NO. Y „ 2 CUSHION REQUIRED 2 BLACK PRESSURE N SENSITIVE FOR ROCK CONCRETE/ �1 NUMBERS CARRIER PIPE NOTE. STEEL CASING TO BE ADDED AFTER BA .. SIC SIGN HAS BEEN 10 1. FOR MORE INFORMATION ON W I, NOT LESS THAN 3' PAINTED WATER AND SEWER LINE CROSSING WHITE SEE CITY STANDARD SP IFICATION FOR WATER AND ' SEWER LINE ONSTRU BACKGROUND C CION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. .... STANDARD CLEAN 3. DRY BORING IS REQUIRED. r F"o�9 - OUT: FOR MAIN LINE .. SE . WER W L ALRNING AND MAN •.., ., • HOI�E TYPICAL RURAL STREET CROSSING IDENTIFICATION DENTIFICATION 55-01 SIGN 55-05 L NOTE: { 1. ALL MATERIAL SHALL BE ASTM NOTE: D3034 SDR26 W1 GASKETS 2. ALL SERVICE �t 1. WHERE DOUBLE WYE SERVICE �, CONNECTIONS & w ELEVATION '. " EXTENSIONS ARE TO BE INSTALLED IS LESS THAN 2 7 V H BELOW I .WITH THE MAIN LINE CONSTRUCT O PROPOSED BACK OFCURB, ION. MIN. SLAB ELEV SEE NOTE 3 z MUST BE SET TO DNC. CURB & GUTTE ,SIDEWALK ALLOW SANITARY SEWER SERVICE. I 3. A CLEAN OUT IS REQUIRED AND TYPICAL w - WILL BE INSTALLED BY THE (TYPICAL) w CONTRACTOR to 2. MARK EACH SERVICE END WITH METAL T POST PAINTED GREEN. SEE NOTE 5 1 CONC.CURB AC OR AT THE ROW FOR O SIDEWALK EACH SERVICE. CLEANOUT SHALL � SIDEWALK. ....:; / \/ / , TYPICAL INCLUDE A BRASS PLUG. � � 3. ALL MATERIAL SHALL BE ASTM &GUTTER ( ) D „ � 3034 SDR26 W! GASKETS 4 PVC EXTENSION 4. CLEANOUTS SHALL BE EXTENDED 4 /\/ I � 4. ALL SERVICE CON SIDEWALK W/PVC CAP I CONNECTIONS & O SEE NO ` OAPP FITTING VE NATURAL GROUND. CLEANOUT. 1 //\iii\ w , ( TE 3 � ..,.1 CL EXTENSIONS ARE TO BE INSTALLED 2.0 NG SHALL BE PLACED ON TOP. •:... w WITH .. . . 5. LOT CORNERSO H THE MAIN LINE CONSTRUCTION. 3.5' MAX. \// PVC WYE WITH � � 3.5 MAX. � SEE NOTE 1 SHALL BE MARKED WITH a � 5. A CLEAN OUT IS REQUIRED AND PVC C w (( AP SEE NO aND NO 2 TE A LATH UNDER THE SUPERVISION OF A TE 1. 7 • RPLS UPON COMPLETION OF I WATER LINE WILL BE INSTALLED ( ) ) a 1 BY THE PLUMBER CONSTRUCTION MIN. 4 BURY AT (SEE NOTE 3) O w i ( ) - � THE ROW FOR EACH SERVICE. I i � z P � a� _ VC (SEE NOTE 2) 4 6. LOT CORNERS SHALL BE MARKED WITH W E L NE q� R A LATH UNDER THE SUPERVISION OFA (MIN. 4' B�RY` RPLS UPON 1 ) Z N COMPLETION OF ' SEE NOTE 3 CONSTRUCTION PVC (SEE NOTE 4 O 2.0' 2' DESIRABLE O ) z �•-� 2 PVC 7. WHEN SERVICE CONNECTION IS DEEP, (SEE NOTE 2) CONTRACTOR MUST PLACE A VERTICAL ' a O a QI -- 2.01PLN STACK THAT SHALL BE BROUGHT WITHIN 2 DESIRABLE` 3-1/2 FEE STD. 45 PVC BEND � T BELOW NATURAL GROUND. 2 PVC 1 (SEE NOTE 4'.z TEE WYE SERV ) ° a .. W ICE FITTING 2.0';a Ea ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8 BEND ° � STD. 45 PVC BEND SEE NOTE 5 STD. PVC COUPLING W(GASKETS ?,1.0% MIN. TYPICAL ALLOWABLE PIPE IS NOVO BE PLACED SEWER UNE TEE (TYPICAL) WYE SERVICE FITTING TAPPING AREA HORIZONTALLY) ZASTM D3034 SDR26 PIPE SEWER ( WYE AND 1/8 BEND) STD. PVC COUPLING W/GASKETS ((��1.0%MIN. ; TAPPING BLE (PIPE IS NOT TCSBE PLACED SEWER LINE PLAN AREA HORIZONTALLY) w • O CITY OF BRYAN- PROFILE BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. H H SEWER V lJR 60TTOM LIP OF CONNECTING SERVICE LINE CROSSING CITY OF COLLEGE T PIPE SHALL NOT DIP BELOW ATION CENTERLINE OF MAIN. , S6-00 SEWER SERVICE LIN CROSSING . TO BE LOWERED TO FINAL NOTE: S7-00 O R -O -WOR EDGE= GRADE AT TIME OF OF EASEMENT PLUMBER'S TIE -1N 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" R -O -W OR EDGE OF EASEMENT `t BELOW PROPOSED BACK OFCURB, " - Y TO BE LOWERED ww 4 PVC EXTENSION ww TO FINAL GRADE •a• w I- MIN. SLAB ELEV. MUST BE SET TO W/PVC CAP R_O_ w AT TIME OF m0 ALLOW SANITARY SEWER SERVICE. WOR EDGE oz PLUMBER' ww VARIES z (SEE NOTE 3) OF EASEMENT R -O -W OR EDGE OF EASEMENT S TIE-IN W I- 2. MARK EACH SERVICE END WITH 2'0 2, a� VARIES wO _ 7TC�T/CT METAL T' POST PAINTED GREEN. 1 ALLOWABLE I -- z 3. ALL MATERIAL SHALL B PVC WYE WITH w (� VARIES E ASTM .Y �N / ; x -- VARIES ' D3034 SDR26 W/ GASKETS (EE NOTE 3) 1 O Z'- , TAPPING AREA 4, •. I 3.5 MAX. r . 4. ALL SERVICE CONNECTIONS & ; , :..; : , \ i'•: ((SEE NOTE 1 EXTENSIONS ARE TO BE INSTALLED l(SE NOTE 6 .<.r ) SEE NOTE 3 i WITH THE MAIN LINE CONSTRUCTION. 3.5' MAX. BENDS TO BRING eo (SEE NOTE 1.) 1 STACK VERTICAL w 5. A CLEAN OUT IS REQUIRED AND z �7 r TEE WYE (TYPICAL 45° BEND) !- WILL BE INSTALLED BY THE PLUMBER g i PVC (SEE NOTE 3) TY OF B YA PLAN Y SERVICE I O AT THE ROW FOR EACH SERVICE. - MIN. 1% SL OPE - BOTTOM UP OFCONNECTING FITTING I � The Ci00fI Ilfe Tara,, .i %E. PIPE SHALL NOT DIP BELOW (SEWER TEE) I z a ( ) � , 1 , ty 6. WHEN SERVICE CONNECTION IS DEEP Q STD. 45° BEND CENTERLINE of MAIN. PVC (SEE NOTE 2 W CONTRACTOR MUST PLACE A VERTICAL � to { (MIN. 1% SLOPE) STACK THAT SHALL BE BROUGHT WITHIN SEE_ NOTE 5 H STAG I NOTE: 3-112 FEET BELOW NATURAL GROUND. K VARIES m PLAN 2.0' Z . IN HEIGHT to 1. ALL MATERIAL SHALL BE ASTM w w w PVC SEE NOTE 3 w 2.0 O D303 PVC (SEE NOTE 2) ( ) w ° z 4 SDR26 W/ GASKETS (MIN. 1 /° SLOPE 45' BEND z ) STD. 45 BEND fn Lu 2. ALL SERVICE CONNECTIONS & BENDS TO BRING w EXTENSIONS ARE TO BE INSTALLED STACK VERTICAL � �- TEE WYE SERVICE ; TEE WYE SERVICE w FITTING SE WITH THE MAIN LINE CONSTRUCTION. FITTING (SEWER - (SEWER TEE) TEE WYE ` (TYPICAL 45' BEND) SERVICE WYE AND 1/8 BEND,FITTING SEWER 3. A CLEAN OUT IS REQUIRED AND ALLOWABLE , ROTATE AS NEEDED) rnPPwG aREa WYE AND 118 BEND WILL BE INSTALLED BY THE • CONTRACTOR AT THE ROW FOR STANDARD CONNE 15 EACH SERVICE. CLEANOUT SHALL CTIONPROFILE INCLUDE A BRASS PLUG. D {P CONNL' CTIONPIZ + II OFIL STANDARD CONNECTIONPROFILE DEEP CONNECTIO NPROFILE DRAWN BY: C.L.M. CITY OF BRYAN - 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. DALE: O8- 1-1 L BOTTOM LIP OF CONNECTING 0 2 SANITARY SEAR SERVICE CONNECTION CITY F O COLLEGE STATION PIPE SHALL NOT DIP BELOW SCALE: N T S c CENTERLINE OF MAIN. SANITARY SEWER SERVICE CONNECTIONAPPROVED: W. P� K. S6 01 FIGUF2E: S7-Ol I I L SHEET 2 OF 2