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Home My WebLink AboutSLAB2007-01980 NINFAS 1007 EARL RUDDER FWY S SLAB PERMITCITY OF: S-iTrrm BUILDING INSPECTION DEPARTMENT REVIEWED FOxR COMPLIANCE PER NOTES 004 PERMIT NO C0+40ENTS PER N.QTES ON PLANSISHEET $Y C tIRvEz DAT CITY OF COLLEGE STATION ' Building Inspec ion Department T Received 1_1510-1C3 5�W Reviewed, I I I I I I I ' 1 i i 166' 1 1 1 I I I ( 0, - 4-0 I L-b 2t L`n ( �j•• I I 11 1 11' 3' 12'-4" 3.2 A 16'-6" 1 - 16'-6" ' 23'-4" 31� 15'-4" 3 i 10'-10" 3' 1 18' 3' 5 _-:CT _ _ _ _ _ 1 _ _ _ 1 _ _ 1 _ _ _ _ _ � 1 1 S5.1 10'-102'" I 9'_71' 9�_71�1 10'-10�,1 1 1 I 2 ,l l 2 2 2 Q I( D D is 5.1 24" CHAMFERM E 1 Q r 1I rD , g 1 B TYP. AT COLUMN 1 S5 S5.2 55.2 \ S5.2 IA IS� LOCATIONS \✓ 1 1 by - ' - .� ,air f 14�•s•�1•,,��ij': _ - (\, RIX to .1.• may. I uMr,•V• t:. 1 - (lopi i N _ s r�" a Ste* 11 I I I ( C 55 %��.�.. N 1� fq�r CV ' N" C I N (( C s 4t CtS5.151 qS5.1 fir" I � A L--JL-JL-JL} j,-- 0 •JL i I c�'� REF: F/S5.2, TYP. 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Arta •r 8��5rir; I I I I S5.1 �Q PISS. � �.F� r r.•N '�^,f:•.J.i � I ( I Vf�1FY.S12E ��tD i L � .�/ � ' � ___/' � _.�./ � ��;�� j�- J' '�.:�•�a%�i�-�n� � cs� 1 1 "•'G�Y1�`:M�� '•''`ry '��°}i I �2 �I =eT h to ,r��,.J_.._/J L TIeN-OI(n+'mI 1 +reIN F UNTAIN RECE 1 #4@16"F , N i I THICKEN SLAB F S5. � � W C OCEW ��-� C 1 o S� CtS5.1 55.1 TO 8" TYP. S5.2 C SLO E 1.50 I I 3 -2j I I d 55.1 � o `-4 I 1 ( 55.1 - - N I I " L /� �1 ---(- 1 SLO E 1:50 r• :,�. I I r 3„ 1 I I I VERI I 1 I I F S5.1 I I rn I _� 3 2 ;. s : • • 2 -64 CtS5.1 8" V 1 I 131 rRF A S5. 1 4 -� F TY - Z9 L I I I I I L J L J L JJL CD C14 S5.1 rj Coy 5.1 S5.1 r SPIR-l"i+Iffil;iPtu S5. r3 M 6 4-9 10'-1 ' 4 5-2 6-11 AT L AT 1 v- TRANSITION TO �2 512 ;o S� 5.2 �1 1 1 u7 5�0 REF: G/S5.2 TYP. ( I I DEEP BEAM AS I 00 I 1 1 1 PER L/S5.1 1 1 i I I 3-#5x8' LONG I I BARS M SLAB TYP. I 1 11' 13' 15'-6" 3'1 16' TI 16' 3' 1'-6" 10'-6" 19' - - 19' 19, 261-4" - 1 1 i 166' , � A FOUNDATION PLAN SCALE 1/8 = 1 s �S5.1 15, "co _zo A c I Nto f NOTES: 1) ADD A MIN 12" OF SELECT FILL PRIOR TO CONSTRUCTION AS PER SOIL REPORT. 2) VERIFY OVERALL DIMENSIONS W/ ARCHITECT AND OWNER DUE TO CHANGE IN NOMINAL BRICK LEDGE DIMENSIONS. 3) PLUMBING SHOWN AS AID TO CONTRACTOR ONLY. CONTRACTOR SHALL VERIFY LOCATIONS AND TYPES OF PLUMBING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO COMMENCING CONSTRUCTION. a A . APPROX. SLAB AREA 8615 SQ.- FT. _ © Copyright 2006 by R.L. Payne & Associates, Inc. ISSUE DATE 07/03/07 PROJECT NO. 07--0022 DRAWN BY JWS CHECKED BY MWC REVISION A A. A A Gessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering_com z ..J CL z O Q z D O LL I d z y J W F- Q t.� rO V �) v, 06 W z 0.. J U U IL w EL 00 � ELI 0 � � oc rn O O Q LO z _ I` N z� Y °-zo IL 0 Lj 0 �¢;5" ro') I - i j C13 W m LUw�w = Cr) J Z CC�C) -r a,U(L 4 THOMAS E. GESSNER •90967 /ONA SHEEP: S121-, ADD A MIN 12" OF SELECT FILL PRIOR TO CONSTRUCTION AS PER SOIL REPORT. �.-------------°° A SECTION NTS '/2" BITUMINOUS OR OTHER APPROVED EXPANSION JOINT FILLER W/'/" SEALANT BEGIN SLOPE-� #4BARS @16"OC LO X #3 TI ES 6 MIL POL I\ 3-#6 BAR /-114 BARS @ 16" OCEW c• ` ` Lo i\\77, BARS \/N' EIS` e24" C-C _ POLY BARS " x 7Y4" BRICK POCKET #4x18" DOWELS @16" C-C SLIP COVER ONE END -44 BARS @ 16" OCEW F SECTION NTS @ 24" C-C #4 BARS @ 16" OCEW I L.n TOP STEEL #3 TIES @ 24" C-C 6 MIL POLY BOTTOM STEEL $ECTION NTS 1'/2' x 71/4" OWEL #4 BARS @ 16" C-C BRICK LEDGE BARS @ 16" OCEW 3 - #6 BARS •' A. 1. • A #3 TIES @ 18" C- • ' .. ##6 BARS 4 d to \ 6M1 LYE a. M ,• d a: 2 - #5 BARS // // / .: .. ` •:. ,. .� EVENLY SPACED i d a : • ' .'• �; #6 BARS Z VERTICALLY /\\ ' ` d ' A \�/jam d . y• // 3 - #6 BARS\ \ •• \�\\�� I--1'-0"--) \-DOWEL #4 BARS @ 16" C-C VNTFCT' ON OREN : 1 ■7 REF. DETAIL A/S5.2 FOR WALL REINFORCEMENT 1 Y2' X 7Y4', BRICK LEDGE BOND BEAM AT TOP, CONTINUE AROUND ROOM. r#4 BARS @ 16" OCEW i t •.. • • 4 • t �to .17 / \ 3-#S BARS /\/\ •. �// . M 6 M IL POLY \\\\ A346 BARS N d {--1'-6" NOTE: ADDITIONAL SECTION BEAMS AS NEEDED SOD B NTS THAT SPACING DOES NOT EXCEED 10' BARS @ 16" OCEW ' , It •. fn \\/\\ •' \ 3-# BARS zo \\/\\ : , d '• . '\�6/M I L POLY CO id •.. /\\346 BARS SECTION NTS 1Y" x 7Y4' BRICK POCKET [44 BARS @ 16" OCEW BEGIN SLOPE LO d : //// \ ' ' \ 3-#6 BARS /\//\//\// •' : •, j .. •#3 TIES @ 24" C-C \i/\\i/\\i/ AiAiiA `6 MIL POLY ///....,bo /\, 2 - #5 BARS v. / A a �` 1•--1'-6"----i @�SC ETION NTS EVENLY SPACED VERTICALLY 346 BARS 2-#5 BA BARS @ 16" OCEW 11 CONT. BOND BEAM 2 AT MIDPOINT IN WALL---- 811 VERIFY ; •• \/\/\/\/\/\ 2-#5 BARS. \ \Ix \ \ \\\ IN 346 BARS , /\\/\\/\\/\\/\\ \`\/� REF. DETAIL A/S5.2 FOR. \ '�/ / /\/\ r / / TIES @ 24" C-C WALL REINFORCEMENT M r\//�//�\//% •:• 611IIIL %rPOLY \% •' ' • \/� 3-#6 BARS BRICK LEDGE #4 BARS (a. 16" SEE PLAN BOND BEAM AT TOP, CONTINUE AROUND ROOM. 2-# 5 B 2-#5 BAR REF. DETAIL A/S5.2 FOR WALL REINFORCEMENT 1 Y2' x 7Y47 BRICK LEDGE 2 li. W CONT. BOND BEAM AT HEADER HEIGHT a a . ��//\�j\ ; ; A . \� .. • \ 34 i---1'-6"--i E SECTION BOND BEAM AT TOP, NTS CONTINUE AROUND ROOM. BOND BEAM AT TOP, CONTINUE AROUND ROOM. SECTION • ' H NTS / • \\\i\ 346 43 ml z �'/jam/j , ••' A • • • //�/f/�/% ' • 3-#6 04 a ` J SECTION NTS nn SECTION NTS @16" C-C BARS @ 16" OCEW 2-#5 CONT. BOND BEAM, AT MIDPOINT IN WALL BARS @ 16" OCEW •... to BARS TILES @ 24" C-C c° _ POLY BARS 2-#5 REF. DETAIL A/S5.2 FOR WALL REINFORCEMENT BARS @ 16" OCEW 24" C-C . POLY BARS NOTE: ADDITIONAL BOND BEAMS AS NEEDED SO THAT SPACING DOES NOT EXCEED 10' BOND BEAM AT TOP, CONTINUE AROUND ROOM. 1'/" x 5%° 1414 BARS @ 16" OCEW BRICK LEDGE 41 3�#\6�BARS �7a 24 C-C v CD N // d • A. �1'-4"� K SECTION NTS GENERAL FOUNDATION NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS AND SHALL HAVE AN APPROVED AIR ENTRAINMENT AGENT. FLY ASH MAY BE CONSIDERED AT THE DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATURE AT THE TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70 DEGRESS FAHRENHEIT. 2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE SLAB SHALL BE REINFORCED WITH #4 BARS 16 IN. OCEW OR ALT. #3 @ 12" OCEW IN ADDITION TO THE TOP BEAM OR CANTILEVER REINFORCEMENT SHOWN IN THE SECTIONS. 3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH BEAM SHALL BE REINFORCED AS SHOWN ON THE BEAM DETAILS. 4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY NO.3 STIRRUPS AS INDICATED AND SPACED AT NOT MORE THAN 2 FEET ON CENTER. 5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS OR MASONRY BRIQUETTES AT NOT MORE THAN 6 FEET ON CENTER. 6. REINFORCING BARS WILL BE SECURED AT EVERY OTHER INTERSECTION. 7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF 30 BAR DIAMETERS. 8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE INCREASED AS NECESSARY TO PENETRATE A MINIMUM OF 12 INCHES BELOW GROUND. 9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6 INCHES WHERE CONFLICTS WITH PLUMBING LAYOUTS OCCUR. 10, SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY THE DROP BE DEEPENED BY THE SAME AMOUNT WITH TRANSITIONS IN DEPTH OCCURRING OVER A 1 TO 12 SLOPE. 11. THE AREA UNDERNEATH THE SLAB AND 3 FEET BEYOND SHALL BE STRIPPED OF VEGETATION AND OTHER ORGANIC MATTER TO A MINIMUM DEPTH OF 6 INCHES BELOW EXISTING GRADE. 12. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE S. ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF SIX (6) INCHES. EACH LIFT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D 698) AT A MOISTURE CONTENT -1% TO +3% OF OPTIMUM. 13. WHERE LOT SHAPES REQUIRE BEAMS TO BE 4'-O" TO 6-0" DEEP, A HORIZONTAL NO.5 BAR SHALL BE ADDED TO EACH SIDE OF THE BEAM AT MIDHEIGHT. FOR DEPTHS OF 5'-0" TO 6'-0",TWO HORIZONTAL NO.5 BARS SHALL BE ADDED TO EACH SIDE OF THE BEAM AND EQUALLY SPACED VERTICALLY. FOR BEAMS DEEPER THAN 0-0" THE ENGINEER SHALL BE CONTACTED FOR SPECIAL DESIGN. 14. A 4 INCH PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED UNDER THE SLAB. 15. A 6 MIL POLY VAPOR BARRIER SHALL BE PLACED UNDER ALL CONCRETE. TEARS IN THE VAPOR BARRIER SHALL BE REPAIRED. AT EXTERIOR BEAMS, POLY BARRIER SHALL BE CONTINUED OVER THE OUTER EDGE AND TACKED TO FORM. 16. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND STANDING WATER PRIOR TO POURING CONCRETE. 17. STRUCTURAL DRAWINGS TO BE COORDINATED W/ ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, AND RELATED ITEMS. 18. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BE VERIFIED WITH THE FLOOR PLAN AND THE OWNER NOTIFIED IF DISCREPANCIES EXIST. 19. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO CONCRETE PLACEMENT. 20. FOUR CORNER BARS SHALL BE SECURELY TIED TO THE INTERSECTING BEAM BARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE NO.5 BARS BENT TO A RIGHT ANGLE WITH T-6" LEGS. SEE (2) CORRESPONDING DETAILS. 21. BASED ON IBC 2000 PROVISIONS, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT WITH A MINIMUM INTERNAL BEND RADIUS OF 6 BAR DIAMETERS EXCEPT STIRRUPS AND TIES, WHICH SHALL BE GREATER THAN 4 BAR DIAMETERS IN REGARD TO INTERNAL BEND RADII. BENDING SHALL NOT BE DONE IN FIELD U.N.O. 22. FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED BY GESSNER ENGINEERING IN APRIL 2007. CONCRETE PROTECTION FOR REINFORCEMENT THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT FOR CAST -IN -PLACE CONCRETE CONSTRUCTION: CONCRETE CAST AGAINST AND 3 INCHES PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THRU NO. 18 BARS 2 INCHES NO 5 BARS & SMALLER 1.5 INCHES CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS NO. 14 & NO. 18 BARS 1.5 INCHES NO 11 BARS & SMALLER 0.75 INCHES BEAM, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1.5 INCHES THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH. NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGER THAN: A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NOR B. 1/3 THE DEPTH OF SLABS, NOR C. 314 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS. ISSUE DATE 07/03107 PROJECT NO. 07-0022 DRAWN BY JWS CHECKED BY MWC REVISION A A• A• A ' Gessner Enjineefing 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680,8840 (Phone) 979.680,8841 (Fax) www.gessnerengineering.com n �� 0 i U) Q LL w U) Z °C w Z 0ZQ w � J w � U U Z CL W d- Z �- 00 I otS -.I c0 3 UJ a� � 0 WCD LU Q L� z -`�--Ld 1- Op tV aQ CZ d Z��-� Z Z -� < W c0 ,� a O to j o Q -=:3C 0) �W�0) W � XJ .�.. W ..J 10 CIE QLooCl- r�4 . .•.....,ft„fr THOMAS E. GESSNEE2 • • 90967 ��Ss�aHAl 6�G` S HEET: S5m 1 ©Copyright 2006 by R.L. Payne & Associates, Inc. VERTICAL REINFORCEMENT: #5 BARS @32" O.C., GROUT FILL REINFORCED CELLS, , EXTEND 18" INTO GRADE BEAMS FILL BOND BEAM W/ MIN. 3000 PSI GROUT PROVIDE WIRE MASONRY TRUSS TYPE REINFORCEMENT IN EVERY MORTAR BED JOINT. 8" CMU WALL A IN FORCEMENT NTS 1'/2' x73'a" DOWEL #4 BARS @ 16" C-C BRICK LEDGE BARS @ 16" OCEW • a • �• �. to • \\//\// -.: /3 -#6 BARS /\%\ • /#3 TIES @ 18" C-C ', MIL n:%\\\\\/� + .• _ . '... \\\\\�MY� 6x6xa HSS CO \\ " •• [�:V-6 E SECTION_ NTS - #5 BARS NN EVENLY SPACED j/ VERTICALLY - #6 BARS S5.2 K PLAN DETAIL NTS 8" CMU BOND BEAM CONT. OVER- ALL OPENINGS 245 16" MIN. BEARING FILL BOND BEAM W/ MIN. 3000 PSI GROUT CMU WALL W/ REINFORCED_ AND GROUT FILLED CELLS @ OPENING BOND BEAM (-REINFORCEMENB I NTS (4) 36" LONG #5 BARS . `• ••. BENT W/ 18" LEG • • - ((2) TOP & BOTTOM) . • `• 3s n.'w.. •t • ay PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIOR BEAM INTERSECTIONS. THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FOR ACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN) F BEAM INTERSECTION NTS —VARIES-1 BARS @ 16" OCEW /--#4 ••, =r • !• IN // //\//\//\ �3-#6 BARS /1;3 TIES @ 24 C-C M \j\\�\\/ , \6 MIL POLY i/ %/ a • • N///346 BARS -011 SECTION NTS 8'-#5 BAR WITH 2' LEGS BITUMINOUS OR OTHER APPROVED EXPANSION JOINT FILLER W/'/" SEALANT BEGIN SLOPE-•x #4 BARS @ 16" OCEW- i0 • 3/#6/BARS #3 TIES @ 24" C-C M G RAll nni V PROVIDE WIRE MASONRY TRUSS IN EVERY MORTAR JOINT, )VER DOOR 8" CMU WALL CORNER REINFORCEMENT NTS (4) 36" LONG #5 BARS ; BENT W/ 18" LEG • ' ((2) TOP & BOTTOM) ; r r PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIOR BEAM INTERSECTIONS. THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FOR ACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN) BEAM CORNER G NTS BARS @ 16" OCEW in /////�j/// --{- T--- 1'�/� .• .. ••; ., \ \3-#6 BARS\\ \\//\\ :' \/#3 TIES 4" C-C •.. /6 MIL POLY '' • -#6 BARS 21 r\�'/3 - 01-1i M SECTION NTS #4x18" DOWELS @16" C-C SLIP COVER ONE END /-#4 BARS @ 16" OCEW : jN 13-#6 BARS j\\ 43 TIES @ 24" C-C %6 MIL POLY \\1. -3-#6 BARS #4 BARS @ 16" METAL KEYWA BEGIN SLOPE -- BEGIN SLO t CO M DOWEL #4 BARS @ 16" C-C BARS @ 16' OCEW .• INVN\3 / /\\/\ :114 0. - #6 BARS\\ #3 TIES @ 18" C-C '6 MIL POLY' \ \\/\\%�2\ #5 BARS 00 \\ � `' ° '' E \// j EVENLY SPACED \\r\\i`VERTICALLY r \OV \/ \/\ 3 - #6 BARS \ f \ AN 1,-0"� H SECTION NTS ETAL KEYWAY 1 z" x 7%4' BRICK POCKET #4x18" DOWELS @16" C-C BARS @ 16" OCEW SLIP COVER ONE END LO \\ \\#3 TIES @ 24" C-C \/\\/ 6 MIL POLY \%j346 BARS NN p aNTFCTION BOND BEAM AT TOP, CONTINUE AROUND ROOM. -,— r•• S 245 BARS REF. DETAIL A/S5.2 FOR WALL REINFORCEMENT BARS @ 16" OCEW // //%// • : ,•• '. '� :. 8 THICKEN SLAB .346 BARS \////z�/jtj/ \ #3 TIES @ 24" C-C _ '6 MIL POLY �' \\ \\ \ \ 3-#6 BARS //\ \/ • • \/ 1 \\ \\ SECTION N NTS #4xl8" DOWELS @16" C-C SLIP COVER ONE END /-114 BARS @ 16" OCEW LO co /j�/�N ,.BARS lo" . 13 TIES @ 24" C-C R SECTION NTS •; ''A .: • . , 1'-6" -- - I SECTION NTS MIL POLY #6 BARS S @ 16" OCEW DOWEL #4 BARS @ 16" C-CMk \/\\/ • \ x/ \ N#3 •\\%/\\\/.\\Xy BEGIN SLOPE ON VNTFCT' 44 BARS @ 16" OCEW u7 #6 BARS -IN .\'/��x, TIES @ 18" C-C IIL POLY 2 - #5 BARS EVENLY SPACED I VERTICALLY \/�\ �. � %•' /�'3 - #6 BARS f /\ 4 \\\/ . We 1'-0"� SECTION NTS BARS @ 16" OCEW in I TIES @ 24" C-C MIL POLY 2 - #5 BARS00 EVENLY SPACED VERTICALLY /111 3-#6 BARS 0 Copyright 2006 by R.L. Payne & Associates, Inc. ISSUE DATE 07f03/07 PROJECT N0. 07-0022 DRAWN BY JWS CHECKED BY MWC REVISION A. I� Lessner Enginee(na 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerenginee6ng.com v� W O Z 06 U) J Q W U �0 Z aw z a 0 °° 06 N�/ W Ll— '°� co -zt c) rO 0 vJ W Cn zLjj ¢'� (r3 � 00 Z �N W Z�CO I Z � O'z(D OWC j rn Q¢ � CL w V' ° W �w .I H wWw 000 -17 �E OF tF THOMAS E. GESSNER 90967 •�� ' ONAL SHEET- - S502 01 FLOOR PLAN TRUE NORTH XJ� PLAN NORTH ISSUE DATE 07/03/07 PROJECT NO. 06.2007 DRAWN BY CHECKED BY RFVISION A. A. A. 0• Z Z �Q O �w Cl)Z °C w z (13 z <0 J uO g U Z Q CL w O O J LL • U Cf) 00 :2 Z CLw _ z Cf) c� Q cis Z C F- (!) 3 Q o3:: U '' O ocf) �" CC O X Cn I--��< Z w 00 N cid Z F- N W Z Y~� Z (L 0 (D C) Q�<F (L �w�� W � w • Lu www U o-j0 Q Lnoa 1 /8" =1'-0" 0 Copyright 2006 by R.L Payne & Assoaates, Inc. SHEET: AFI mO I-- . .- .....- i -'- I PAIN I LINVL. IV /\LT JIVIVI_ EXTERIOR ELEVATION NORTH 1 /8"=1'-0" 0 EXTERIOR ELEVATION 2SOUTH 1 /8"=1'-0" 03 EXTERIOR ELEVATIONS WEST 1/8'=1'-0" 04 EXTERIOR EAST - 1-- -- IV /\L'f JI VIVL ELEVATIONS 1 /8"=1'-0" ISSUE DATE 07/03/07 PROJECT NO. 06.2007 DRAWN BY CHECKED BY RFVISION A. A. A. A. 0 U) Z O Q w .J w w f -- w d z ZRI J 0 rr U a. I 0 06 Z 0 Ir Ill Z Z_ Z Z g M D F- w U Q �REO AR 64�o�� E of 3 Jul-K (SHEET: 0 U w Z Q 00 n- I rn �Lf) LL- �- 00 (N )- x I Y � Z c(0 O Quern f�� w :2w� wOw wz p .1 0 Ln O = — U C_ ® Copyright 2006 by R.L Payne & Associates, Inc. u K� &:141 MINIMUM CONNECTION SIZES SYMBOL DESCRIPTION SPECIFICATIONS TRAP WASTE VENT CW HW FLOOR MOUNTED FLUSH VALVE VITREOUS CHINA, SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD. SEAT TO BE FLOOR MOUNTED WHITE SOLID PLASTIC, ELONGATED, STAINLESS STEEL HINGE POSTS, OPEN FRONT WITH HEAVY DUTY CHECK HINGE, NO COVER- WC-1 FLUSH VALVE _ 4" 2" 1" WATER CLOSET: EIDER, AMERICAN STANDARD, OR KOHLER "WELLCOMME #K-4350" WATER CLOSET FLUSH VALVE NO: F402 DELANY, 111 SLOAN ROYAL, OR Z-6000-WS1 ZURN SEAT NO: CHURCH #295C, KOHLER #K-4670-C, OR BENEKE #533 ADA HEIGHT FLOOR MOUNTED FLUSH VALVE VITREOUS CHINA, SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD. SEAT TO BE SEAT TO BE WHITE SOLID PLASTIC, ELONGATED, STAINLESS STEEL HINGE POSTS, OPEN FRONT WITH HEAVY DUTY CHECK FLOOR MOUNTED HINGE, NO COVER FLUSH VALVE OPERATOR TO PROTUDE TOWARD WIDE SIDE OF STALL. WC-2 FLUSH VALVE _ 4" 2" 1" - WATER CLOSET: ELDER, AMERICAN STANDARD, KOHLER "HIGHCLIFF #K-4368" WATER CLOSET FLUSH VALVE NO: F402-3 DELANY, 111 SLOAN ROYAL, Z-4000 ZURN SEAT NO: CHURCH #295C, KOHLER #K-4670-C, BENEKE #533 NOTE: WATER CLOSET TO BE INSTALLED AS PER ACCESSIBILITY REQUIREMENTS WALL HUNG, VITREOUS CHINA, SIPHON JET, INTEGRAL TRAP, 2-INCH FEMALE OUTLET CONNECTION, AND 3/4-INCH TOP SPUD. URINAL MUST BE MOUTED WITH RIM 17 INCHES ABOVE FINISHED FLOOR AND PROJECT FROM THE WALL A MINIMUM OF 14" UNLESS NOTED OTHERWISE. FLUSH VALVE TO BE DIAPHRAGM TYPE, 3/4-INCH SCREWDRIVER ANGLE STOP, VACUUM BREAKER, FLUSH U-1 URINAL 2" 2" 3/4" - CONNECTION AND COUPLING FOR 3/4-INCH TOP SPUD, WALL AND SPUD FLANGES. CARRIER SHALL BE FLOOR MOUNTED CONCEALED AND SIZED TO FIT WITHIN THE PLUMBING CHASE PROVIDED. URINAL NO: ELDER "SAVON" #161-1090, KOHLER "DEXTER" #K-5016-ET, AMERICAN STANDARD "ALLBROOK" #6541.132 FLUSH VALVE NO: SLOAN ROYAL #186-1, DELANY #F451, ZURN Z-6003-WSI NOTE: URINAL TO BE INSTALLED AS PER ACCESSIBILITY REQUIREMENTS VITREOUS CHINA, 20" X 17" COUNTER MOUNTED SELF RIMMING OVAL LAVATORY WITH FAUCET HOLES ON 4" CENTERS. FAUCET TO BE LAVATORY FAUCET WITH OPEN GRID STRAINER, AND LEVER HANDLES APPROVED FOR AN ADA INSTALLATION. SUPPLIES TO BE CHROME -PLATED ANGLE SUPPLY WITH 3/8 INCH O.D. X 12 INCH FLEXIBLE RISER AND 1/2 INCH I.P.S. X 3/8 INCH O.D. LOOSE KEY STOP AND CHROME -PLATED ESCUTCHEON. P-TRAP TO BE 1-1/4 INCHES X 1-1/2 INCHES ADJUSTABLE CHROME PLATED CAST BRASS WITH CLEAN -OUT PLUG, COMPLETE WITH WALL NIPPLE THREADED BOTH ENDS WITH CAST BRASS WALL FLANGE AND SET SCREW, SIZE: 6 COUNTER MOUNTED INCHES X 1-1/4 INCHES. ALL LAVATORIES ARE TO BE ACCESSIBLE AND ARE TO BE FURNISHED WITH P-TRAP COVERS, AND L 1 LAVATORY 1 1/4' 2" 2 �� 1/2" 1/2" VALVE/SUPPLY COVERS AS MANUFACTURED BY PLUMBEREX OR EQUAL. LAVATORY: ELJER "LAURA" #051-3514, KOHLER "PENNINGTON" #K-21961E FAUCET NO: ELDER "CENTER SET' #3581022, KOHLER #K-7404-K/K-16010-4 SUPPLIES: ELDER, KOHLER, MCGUIRE P-TRAP NO: ELDER, KOHLER #K-8999, MCGUIRE NOTE LAVATORY, FAUCET, ETC. INSTALLATION MUST MEET ACCESSIBILITY REQUIREMENTS. VITREOUS CHINA, 20" X 18" WALL -HUNG LAVATORY WITH 4" BACK PROVIDED WITH CONCEALED ARM CARRIER AND FAUCET HOLES ON 4" CENTERS. FAUCET TO BE LAVATORY FAUCET WITH OPEN GRID STRAINER, AND LEVER HANDLES APPROVED FOR AN ADA INSTALLATION. SUPPLIES TO BE 318" I.P.S. WALL SUPPLY WITH LOOSE KEY STOP AND CHROME PLATED FLEXIBLE RISERS. ALL LAVATORIES ARE TO BE ACCESSIBLE AND ARE TO BE FURNISHED WITH P-TRAP COVERS, AND VALVE/SUPPLY COVERS AS WALL HUNG MANUFACTURED BY PLUMBEREX OR EQUAL. L-2 LAVATORY 1 1/4" 2" 2" 12" 1/2" LAVATORY: ELJER "DELWYN" #051-1634 VITREOUS CHINA, KOHLER "KINGSTON #K-2005 FAUCET NO: EIDER #559-2010, KOHLER #K-7404-K/K-16010.4 SUPPLIES: ELTER, KOHLER, MCGUIRE P-TRAP: SEMI CAST BRASS MC GUIRE OR EQUAL. NOTE LAVATORY, FAUCET, ETC. INSTALLATION MUST MEET ACCESSIBILITY REQUIREMENTS. FLOOR 4" 4" 2" _ _ 16" SQUARE CAST IRON FLOOR SINK WITH 12" SUMP AND ALUMINUM INTERIOR DOME STRAINER AND SEDIMENT BUCKET, 4" PIPE FS SINK SIZE, NICKEL BRONZE TOP MODEL NO.: WADE #9174-27 24"x24"x12" NEO ANGLE TERRAZZO MOP RECEPTOR WITH STAINLESS STEEL PROTECTIVE CAP AND STEEL FLANGE. PROVIDE 2 EACH MOP HANGER ASSEMBLIES AND 2 EACH 24" SPLASH PANELS. FLOOR MID BASIN: FLORESTONE MODEL # 87 WITH #MR-375 FLAT TYPE STAINLESS STEEL STRAINER SS-1 SERVICE SINK 2" 2" 2" 12" 12" FAUCET: FLORESTONE #MR-371 WITH #MR-370 Y HOSE AND HOSE BRACKET MOP HANGERS: 2 EACH #MR-372 SPLASH GAURD: FLORESTONE #MR-377 (2 EACH 24" PANELS) NON FREEZING WALL HYDRANT WITH STRAIGHT INLET CONNECTION, BRONZE CASING AND SATIN NICKEL BRONZE FACE. WITH HB HOSE BIBB _ 3/4" - INTEGRAL BACKFLOW PREVENTER, ANTI SIPHON, AND ANTI FREEZE FEATURES.(NOTE COORDINATE LENGTH ORDERED WITH WALL SPACING AT POINT OF USE) HOSE BIBB: WADE #W-8604 WASHING MACHINE BOX SUPPLY AND DRAIN FIXTURE WITH 12" SUPPLY AND 2" DRAIN WB WASHER BOX 2" 2" 2" 12" 12" MODEL NO: SYMMONS LAUNDRY MATE #W-602 STAINLESS STEEL TRENCH DRAIN 48" LENGTH 6" WIDTH TD TRENCH DRAIN 4" 4" 2" MODEL NO: WADE # 2933-9 CONTRACTOR TO SPECIFY DRAIN LOCATION AUTOMATIC TRAP PRIMER TRAP PRIMERS ARE TO BE FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVES, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, WITH NO INTEGRAL SEDIMENT FILTER TRAP PRIMERS SERVING MORE THAN ONE TRAP SHALL BE PROVIDED WITH DISTRIBUTION UNITS. TRAP PRIMERS ARE TO BE LOCATED AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY ATP AUTOMATIC 12" CODE. PRIMERS ARE TO BE INSTALLED IN APPROPRIATE PLUMBING CHASE WITH APPROVED ACCESS DOORS. TRAP PRIMERS SHALL TRAP PRPvlER (OUT) BE DESIGNED TO OPERATE OVER A WORKING RANGE OF 35 TO 80 P.S.I.G. INSTALL PRIMERS AS PER THE MANUFACTURER'S INSTRUCTION. MODEL NO: MIFAB #M-500 WITH 12" INLET AND OUTLET WITH THE APPROPRIATED DISTRIBUTION UNIT. 1. FLOOR DRAIN: CAST IRON DRAIN WITH 6-INCH ROUND ADJUSTABLE POLISHED BRONZE STRAINER. FD FLOOR DRAIN RE: PLANS FOR SIZES MODEL NO: JOSAM #36000, ZURN #ZB-415 2. KITCHEN AND BAR FLOOR DRAIN: CAST IRON DRAIN WITH SEDIMENT BUCKET, POLISHED BRASS GRATE AND CLAMPING DEVICE. MODEL NO: JOSAM #32120-2, ZURN #Z-550-Y WH-1 WATER HEATER RE: DETAIL FOR INFORMATION TWO (2) INSTANTANEOUS GAS WATER HEATERS EXTERIOR MODEL MANIFOLDED TOGETHER 199 KBTUH EACH, NATURAL GAS, FORCED COMBUSTION MODEL NO.: RINNAI # C85E WH-2 WATER HEATER RE: DETAIL FOR INFORMATION ONE (1) INSTANTANEOUS GAS WATER HEATER EXTERIOR MODEL. 199 KBTUH , NATURAL GAS, FORCED COMBUSTION MODEL NO.: RINNAI # C85E 2'VTR JIL I I I I I I I I I 2'WCO FS f a_ N ri O 0 N 3 w az o} �Q 0 �En �w G°PLUMBOb0 POPOaC� LEGEHO SYMBOL DESCRIPTION SANITARY SEWER (SS) - - - - - - - - - - SANRARY SEWER (SS) BELOW GRADE - - - - - - - - - - SANITARY VENT (SV) -- - - - -- DOMESTIC COLD WATER SUPPLY - - - - - - - - DOMESTIC HOT WATER SUPPLY DOMESTIC WATER BELOW FLOOR A COMPRESSED AIR NATURAL GAS GATE VALVE BALL VALVE FCO FLOOR CLEAN OUT WCO WALL CLEAN OUT VTR VENT THROUGH ROOF FD FLOOR DRAIN A.F.F. ABV. FINISHED FLOOR ATP AUTOMATIC TRAP PRIMER (N) NEW EQUIPMENT OR LINES (E) EXISTING EQUIPMENT OR LINES U.G. UNDER GROUND R.D. ROOF DRAIN NOTE ALL SYMBOLS MAY NOT BE USED FS 4'FD 4'FD FS FS 4' TD 4'FD 4'FD 4' STUB UP FOR HUB DRAIN CONNECTION 2' SLOPE 1/4' / 2'VTR 3' FLOOR DRAIN 3 X 2 SANITARY TEE 3' P-TRAP n NVA C cC®aD. / FLOOR DRAUb SCALE: N.T.S. 4' L-28 w 4' L2. TD DWV PLAN FOR CONT. NOTES O1 PROVIDE 1/2' TRAP PRIMER LINE FROM FLOOR DRAIN TO WALL AS SHOWN. STUB UP FOR CONNECTION TO TRAP PRIMER. REI DOMESTIC WATER PLAN FOR ADDITIONAL INFORMATION O2 PROVIDE HUB DRAIN CONNECTION TO FLOOR DRAIN PTRAP THIS LOCATION AS PER DETAIL 3 THIS DRAWING FOR HUB DRAIN CONNECTION 1-1/2' DOMESTIC WATER i-6' FIRE SPRINKLER RISER LINE FROM SITE or, P1 _o CflD rnMTTMI IATTnm �l1N1 [ /1[',Y DWV :r lJN[�)FF,f LrwI� lF; [-01PO C�� F'Ll1N 3'VTR 2• JIL I 2" ---------------------------------- -------,[------------ I I I I I I I I �• I I I I • 2 3 2' RE, DWV PLAN FOR CONT. I I I I I i i i 2' I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7 I I I I I I 2'WCO FS TD FS I TD I FS TD I I n ®REASE WQSTIE ROSIER DIETAUL� SCALE NTS n SAMOTARY WASTE STE ROSER D[�T A L SCALE- NTS SAMPLE WELL L #GT-5000 T G 3'VTR J�L I 2' I I I I I /-3' I I ®3'VTR JIL 3• • I 2 2'---------------------�•- ----- I I I I I I 2• I I I I I I I 3# I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I, I I I I I, I I I 2'WCO 2 WCO I I I I 2 WCO I I I TD 4'FD FS 1 4'FD ( FS j 4'FI) I 14'FD I FS I 4'FD I 4'FD FS 1 4' 1 1 1 1 1 4' 4' I 'ARY R THE SEAL. APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. SWOBODA. P.E. 51309. ON JUNE 05. 2007. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AI OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 4' 4' 4' TO GREASE TRAP ELECTRONIC COPIES OF THESE CONTRACT DOCUMENTS ARE PROVIDED AS A CONVENIENCE. IT IS 1' THE USER'S RESPONSIBILITY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY DISCREPANCIES BETWEEN THESE FILES, AND THE SIGNED ORIGINALS, THE FINAL AND OFFICIAL CONTRACT DOCUMENTS WHICH ARE ON REPRODUCIBLE 1/2' 2' PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO BE CONSIDERED AS CORRECT. ISSUE DATE PROJECT NO. A01-0705 DRAWN BY GPK CHECKED BY PMS REVISION � a� 2c W W CA NIA 40 �� 40 I Z 0In •'T Q ® w i A O 3 0 Z 0- 0 0 .i LL W 0 Z D W Q F- U 0o Z — ¢z � v! o oa. o0 �J �� o t�0 ¢ � L] � c) !!0 ° o v v, � �� LL Z .0- C3 F- 0-0 N Z ��N w W Z�r� Zg � �Z� O aa: <<m C U�F-� WV� 0 M LLJ LLI LIJ O W J Jw J toz � 0 = ¢ b a>.. /G.(A� OF '•.�CfSTE.t�"".••• ;� N 06-05-07 SHEET: Pi 0 1 a� PLOT DATE: TUESDAY. JUNE 5. 2007 1 i SAW CUT & REMOVE EXISTING CONCRETE CURB & 1 PAVEMENT AS REQUIRED, SEE DEMOLITION NOTE #4 _ _.__-_-.--- ,.- ' ��• t f t t l t 1 t t 1 1 1 Y�1-t-. t� [ 1[ f[ f f I tH-ft .11�{ t --t i -��4, �,( ` �L NPt'RJ,'.ItJ1TL�� t_ir _ \\\ ►/' TELEPHON •I �..+Il...f.-tom.[ � f� d I ` 1 j _ 20' PUBL�t UNDERGROUND t E UTILITY ,'.aIcMENT ELECTI?C i ( Ju ;LtU)I; I' ••_ _ �- - .. - - Cj e� VF ;` APPROY10.1ATE Ls CA,MC)VJ OF 18" DIP PUBLIC; WATER LirJE-.- 25' PRIVATE OI JT � AC't,F 7 , FASF ' IT . SAW CUT & REMOVE } 1 �'`t_ -- RFB RFB RFB RFB EXISTING CONCRETE CURB & , APF'Rf�;'`IMyTE .......... - - PAVEMENT AS REQUIRED, LOG. TION OFF m 1 j2" I.R. .j'.,'•� - RFB AS LIFE I ,�� I l N 76' 06' 00" - 507.12' 1 SEE DEMOLITION NOTE #4 � � r / I REMOVE EXISTING fI TELEPHONE PEDESTAL 4 f RFD1 i U- AS REQUIRED, SEE ' DEMOLITION NOTE #6 t +1 0 .37 � '` �•,� 1 � ? .'l `-" , Ii � ROCK RIP -RAP (20' I ti ROCK RIP -RAP (10 DOWNSTREAM OF DOWNSTREAM OF HEADWALL -SET BELOW ' i r CONCRETE DRAINAGE FLUMEFLOWLINE_OF BOX CULVERT) STEM �1 L E ELEV = 2E1.80' F - F2 -,Oi61 1 : /A \ \ ti EDKSTAL 5 - f 1 i f' ` EROSION CONTROL LEGEND (.1 FF FILTER FABRIC FENCE RABON �' ` I REINFORCED FILTER FABRIC FENCE METCALF „' I STABILIZED CONSTRUCTION ENTRANCE SC (20 WIDE & 20 INTO PROPERTY) EwrwF-rRTNCt IPB INLET PROTECTION BARRIER (PH 2) POST OFFICE. BOX 91-53 RFD1 ROCK FILTER DAM (TY 1), SEE TxDOT COLLEGE STATION, TEXAS 77842 TpTT.L\pT ) STANDARD EC(2)-93 ENIAIL: i-a6onCctlniien"ineer.eotii SIDESLOPE EROSION CONTROL OFFICF (979) 60 0-032, 9 - . FAX - (979) 690-0329 BENCHMARK NOTES: CELL - (979112I9-411 in wo irp� PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD BRIDE, CROSSING CARTERS CREEK, LOCATED APPROXIMATELY 500 LINEAR FEET NORTH AND UPSTREAM OF CARTERS CREEK ELEV. 262.40' GREENS WORLD, PHASE ONE \ LOT 1R BLOCK ONE TBM #1: SQUARE CHISELED IN NE CORNER OF 1.46 ACRES � , HEADWALL FOR 6'x4' BOX CULVERT LOCATED NEAR ' THE SW CORNER OF THE SUBJECT TRACT. CITY OF COLLEGE ELEV. = 261.80' STATION V SANITARY ` SEWER EASEMENT 399;10�-- INDEX OF SHEETS (A5 DLPICTED IN PLAT) __� N P SHEET SHEET RFB RFB , RFB RFB \ 0 NO. I.D. DESCRIPTION - 1 C1.0 EROSION CONTROL & DEMO. PLAN IPB �a 2 C1.1 CIVIL SITE PLAN 0.t% 3 G1.2 GRADING &DRAINAGE PLAN TIM h 4 C1.3 PRIVATE UTILITY PLAN ` 5 C1.4 PAVING PLAN REMOVE EXISTING POWER 6 C1.5 LANDSCAPE PLAN AIM POLE LINE &DOWN -GUY l AS REQUIRED, SEE 20' TEMPORARY UTILIT r-FLOODWAY EASEMENT (1201 /53) �� LIMIT l 7 C2.1 WATER LINE "Wl": PLAN/PROFILE COMPLETE DEMOLITION NOTE #5 �: j 8 C3.1 SITE & PARKING DETAILS ` 9 C3.2 PAVING DETAILS N GREENS WORLD, PHASE ONE V 10 C3.3 UTILITY & DRAINAGE DETAILS S•lee R U C I lu"Am' LOT 2R - BLOCK ONE l 1.70 ACRES t,R THE FOLLOWING 2007 B/CS UNIFIED STANDARD' �'�� c , ---•ems----ems__---�----�----€----eH€--- DETAILS ARE ISSUED FOR THIS PROJECT: W STANDARD WATER DETAILS CONSTRUCTION DRAWINGS S STANDARD SEWER DETAILS \ SW STANDARD SIDEWALK DETAILS ISSUED PRIOR TO THIS u_ �� DATE ARE REPLACED BY EXISTING PUBLIC 21" �. ST STANDARD STREET DETAILS i� VCT SANITARY` SFWFR 0v THIS SET &SHOULD NOT - 0.1 je SLOPE �s'3 THE FOLLOWING TxDOT STANDARD DETAILS ARE BE USED FOR ' ISSUED FOR THIS PROJECT: CONSTRUCTION. 1 IPB 4$ \ EC(2)-93 ROCK FILTER DAM �- NXXXXX � t .� ��_ OF TF ,- t CPS1-4S-P98 TRAFFIC CONTROL PLAN - t RFB RFB RFB RFB RFB RFB RFB RFB RFB RFB RFB RFB RFB _ �. PET RECAST SAFETY END TREATMENT ; ��t 4' RO rU1 VERT �6* 6 5 // r t c. 7, j \ 1 �_-_ --_ -� -- >_ �Dl ,ir.$. ggg i - i'z %• •� .. / SWAY D I - GREEN EDICATION� _ `- - - 1.675 A.C. � � �. - 4._ � ` � � .� ---`. _ � � - -- L y , 'RE5 �C�L :e t. O- • GRADE & SOD j OVERFLOW PATH [ 6 NINFA'S MEXICAN RESTAURANT: 1007 EARL RUDDER FREEWAY ,' { COLLEGE STATION, TEXAS 158 SON ` _1110,0113@111 0111WE" N1,11o, '03 - STER -QOD 60 t „ AIRPO 51 VICINITY" MAP 2154 or e u- V vX i HI r i / ,r_ / i r /, iK' -_- \ 5 - --_...-_a _. _�i `` ` a��\•�. �` -Cj ;� GH RIDGE SUBDIVISION � � 2 '� 2Q� >i 'v 'a �' � � ��` ., LOT 3 -BLOCK 1 \ M.H. 0.36 ACRES DRA.IIJAC=E E S,--E!TENT 100-YEAR FLOODPLA.IN LIMIT ` �� > FI:I;I-T-,r F - - c - ct - - 1c',. - COLLEGE STATION HIGH RIDGE SUBDIVL$ION \ DATED tJGu�T 8, 200' \ ENGINEERING ,p LOT 2B -BLOCK 1 ��-_ \_ \ 'Q CURB 30 `GEOTEXTILE BAGS FILLED w/PEA GRAVEL - 6" MINIMUM HEIGHT & LAID END TO END NOTE: DURING CONSTRUCTION, THE CONTRACTOR SHALL PLACE SILT PROTECTION COMPLETELY AROUND CURB EROSION CONTROL NOTES: }- 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO Q Q IMPLELIENT ALL OTTER LR051ON CONTROL MEASURES (DIVER5ION BERMS. DRAINAGE 'STRUCTURE` 4'ALE _, ADDITIONAL FENCING. ETC...) NECE55ARY TO KEEP THE � � 3:: 0 EXISTING IMPROVEMENTS AND DEVELOPMENTS FROk4 DAMAGE CIF ANY KIND, D!)RIVIQ ALL PHQ 5F5 OF DEM r!_ITI!Jtl ?h1D rntt �TF! I�:TIC��1. � � W 2 w THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE. SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY J Z +bB'SiS, FSPECIALtY AFTER A RA11-IFAI-L TO IhdS1RE THAT AI_I_. CONTROLS ARE I:i,AILITARIED AND PROPERLY FUNCTIOVIIhIC. ANY DAMAGED CONTROLS SHALL BE 0 �<_ � 01 REPAIRED PRIOR 1 O THE END OF THE WORK DAY, INCLUDING RE-SEEDII,IG AND MULC:HIING OR RE -SODDING, IF HECESSA.F: T. � V ! d I WOODEN POST 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA: HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES ui W � 0 p Lij (� SHALL BE CLEANED VI1IEH THE SEDIMENT LE''EL REACHES 25 C.ArACITr'. SEDIMEHT SHALL BE DISPOSED OF BY SPRE DINC CNI SITE OR H,=.ULIIIC A',';AY IF HOT Q � SUITABLE FOR FILL. Q ` �}- i t� WIRE MESH FENCE L N � h) 4. [A)RING COMSTRUCTICIN, C OHTRAr TOP 'SHALL MARITAIt-I BFSnT k1AVIAGEMFVIT PRACTICE (BMP). 'SFDIMFNT FENCE, H,AY BALE BARRIER'S, OR OTHER 'SFDII.?IFNT �[) � � � O (ATTACHED TO POST) _ - w / TRAPPING DEVICES SHALL CONTROL ALL STORIA WATER LEAVING THE SITE_ '� 0 i- J 0 0 _jQ� Q ` , FILTER FABRIC 5. THE CONTRACTOR SHALL BE PESPONSIBLE FOR ESTABLISHII•JCJ TEMPORARY EROSION CONTROL MEASURES AS P.FQUIRED FOR DIFFERENT PHASES OF COhJSTPUCTIOtJ. � ( U ON (ATTACHED TO WIRE FENCE) EROSION COI-JTF:UL MESU� RE SHOWN MAY NEED TO BE ADJUSTED TO HANDLE ItJ(:REA"ED OR CONCENTRATED FLOWS CACE.ATED BY VAkIOUS STAGES Cif THE 0 x � � � Q CONSTRUCTION. 0 Cr » » W � o = aD DETAIL A 6, THE COIITP,l.CTOP IS RESPONSIBLE FQr' FILMIC A NOTICE OF ItJTFHT PRIOR 7) C M11L110EME11T OF `10P A,ND u FJOTI"E s?F TEP.I.111t1-.TID_F1 .u:T THE CnhAPLETiOIJ OF LL_ THE PROJECT TO THE TCEQ. A CONSTRUCTION SITE NOTICE, VISIBLE FROM TILE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE SITE. Z � � CL Of I - PHASE TWO FROS'ION .t_ONTROL MF%-Stf!.'F`, _SHALL E{F IMPLnvIENTELr M0.IEDIITELY �FTEF: C:Ctt�J�:TFdLIs:TIt"�tl CIF TIIEIR� AtiSt7t`:IwTED Ite4PR��IVEMEttTS_ 0 UJ 0 � TIE SILT FENCE A DEVICES � C) p °o O `- TOGETHER AT B THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEi ICES AFTER THE SITE HAS BEEN SEEDED AND./OR SODDED, AND GROUND COVER HAS a- TA KEi J ROOT. Z �-- � U) x Y z JOINTS WITH r� z � h d D 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT .ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK 0 �NYLON COR0 � SOODED, AND ALL OINER AREAS DISTURBED DUE 10 COrJSiI?UC:T10N SHALL BE HYDRO-IAULCtIEI7 SEEDED. THESE STA13iLl_7ED AREAS SHALL LIE SCTDDED OR SEEDED, Z 'a>j�Y� i %/�/j\ %Yr`' COMPACTED FILL FFF TI IED, AND,. TFF.FI) TO f F .,T LL_H sOl_tl7 GP,OLIIJD C.,.FF 1 ITH111 .pry D., ., rOF CGt.1P1_FTIH, OR IF r,( TI ITr CF ,_,FiE ., F 1.10PF TH:;IJ 1ti t? , ,. r.f <� �%i\ EXISTING GROUND 0 10. WHEN HYDROI'AULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MIDIST ."FTFIR INSTALLATION AND UNTIL. AREA SHOTS CRO:":TH. >�/ 11. COhJTRACTOP, SHALL SOD RIGHT-OF-WAY AFTER DRIVES, GRADING, AND SIDEWALKS HAVE BEEN CONSTRUCTED. w INLET OPENING. FRONT VIEW SITE DEMOLITION NOTES: CLIENT 11,1FORMATIOII NINFA'S MEXICAN RESTAURANT INLET SILTATION CONTROL 3' LONG WOODEN 1. DEMOI_ITIOt-1 OF F;KISTII-Jfi STRUCTURES AflD IMPRtDVFMENTS SI- A-1 IVICI UDE ;ALL WORK COI ITAIVIFT) ON THESE PLANS, BUT SH, -..LL HOT BE tIMITED TO THE ITEMS SPECIFICALLY c/o MARIO RODRIGUEZ 24" HIGH SILT FENCE, AS IDEI'ITIFIL' D. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND [DISPOSED OF. THIS WORK VVILL NOT ONLY CONSIST 1102 HARVEY ROAD N.T.S. POST ®10' SPACING MANUFACTURED BY SILT OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE COLLEGE STATION TX 77840 =XAS WOE SPD WA %j 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE CROSS-SECTION CONSTRUCTION ENTRANCE N.T.S. O.C. (MAX) STOP OR EQUIVALENT CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. OFF: (979) 693-Il 0506 �1 2. IT SHALL BE THE T'E IPOLISIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCL ALL DLMOLITION WORK WITH TIIE OWNER 8I ARCHITECT TO PROVIDE MINIMAL FAX: (979) 693-0207 EXISTING GROUND "e \I -COMPACTED FILL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH SFQUFNC'E ATID STACING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR, TO t'tTrI.IiL1EhJCEiv1EIJT OF Wt_rt?K- FILENA.I.1E 0206LC10 1 SCA:i_F I "=30' ' SUBMITTED DATE; APR. 30, 2007 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. DRAWN RY: R.A.M. - i/��: WIRE & SILT FENCE 4. ALL PAVEMET.,T EDG=E., BUUIJDIHC' THE CONSTRUCTION AREA, M.ATC:HING' WITH NE1'ti` CONE.TRUC.TI N, SHALL FE NEATLY _,5.: CUT, REGARDLES.'`: IF TYPE. CHECKED BY: R.A.M. ,. " J 1 '^: 1 FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY PROPOSED STRUCTURES. SEE DETAIL A ,,,,j BURIED 6 BELOW GRADE FIELD BOOK: ICI,>A. -PAGES: r1>A 5_ THF. COIITRA,C;TOFZ `HALL COOPD11TATF AVID c!CHEDULE THIS :FnPl< WITH THE CITY OF COI I FGF ` TriTI01J-FLFCTI TCr;L Dr'41SIGT1. THI;; 4,'ORl 491 1 RF PFRFOR1mFD P1 (DOWNSTREAM) % %��/� CoC`=-ELECTRICAL DIVISION BUT THE CONTRACTO(' SHALL BE RESPOtJ`=1BLE FOP REIhAplIR`'EMErJT OF ALL l"/ORI11 SER%`ICE`' c RABON METCALF ENGINEERING � UPR�, AND bIATERIARE LD QUIRED BY COG,. TO STEAM ) PERFORM SUCH DUTIES. CLIENT. NO. PROJECT N0. SIDE VIEW 6. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS WORK WITH VERIZON, THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CCNTRACTOR SHALL BE �� - �� RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AVID MATERIALS REQUIRED BY THE UTILITY COMPANY TO PERFORM SUCH DUTIES. DURING, ALL PHA ES OF CONSTRUCTIOH, THE CONTRACTOR SHALL I.1A11JTA.IN FIRE AC CE` S AND FIRE_ FLO',"�S, TO ALL NE�x `14D PROPOSED BUILDINGS, TH-•,T ARE � _ SILT FENCING ACCEPTABLE TO THE FIRE MARSHALL. FIRE ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: N.T.S. ..a. pv-21 SHEET NO. OF 10 As..5n ra4z,73 1 - ----- -- ---- 1 _ — — C 7 I V' 20' PUBLIC UTILITY EASEMENT COMMERCIAL DRIVEWAY, w SEE B/CS DETAIL ST2-03 ' FIRELANE STRIPING `_, �---- A 104.10' Z — THROAT DEPTH �F t ANF NA.LK � \ N 13.42` !� -' u, ZEI •� u 00 ar t 7 2 r" \ ELECTRIC '� 2' TRANSFORMER-� } I • 1 `2„ LR TELEF'FI �fTE-- PEDEST,A L 0 .%l 7 1 J2" I . R. Q r , NINFA'S MEXICAN RESTAURANT: > 1007 EARL RUDDER FREEWAY COLLEGE STATION TEXAS 11561 -r \ v _ 3n t \Th - STE OD„ , >v � � AiRP� ,• r 60 -. ?� 2154 f � .J VICINITY MAP ISLAND REQUIREMENTS: cli_ RABON THE SQUARE -FOOTAGE SHOWN AT INTERIOR ENDit r j` ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR m ET'CALF SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE ENGfNEERTNG - REQUIRED SQUARE -FOOTAGE. INTERIOR PARKING = 65 SPACES POST OFFICE BOX 9253 j REQ'D INT. ISLAND AREA=(65/15x180)=780 COLLEGL S'I Al ION. `TEXAS 77842 .•�� ,1'\lam= % SQ.FT. ENJAIL: rahon(dmTlen-ineencom PROVIDED INTERIOR ISLAND AREA = 873 SQ.FT. tFtID OFFICE - (979) h90-0329 PARKING REQUIREMENTS: FAX - (979) 690-0329 CAM;11" L° ORDINANCE: CELL - (979) 219-4174 RESTAURANT (w/o DRIVE) 1 SPACE/65 SQ.FT. REQUIRED: CITY OF COLLEGE SYMBOL cue LINE LEGEND (8,406 / 65) = 129,3 SPACES TATION 2C SANITARY TOTAL REQUIRED = 130 SPACES 0 POWER POLE PROVIDED: SEWER EASEMENT 399j107 � AS 1]t NIC• I FT) IN 1'LA 1) ( _ LIGHT POLE REGULAR = 125 SPACES '�,, �-- r_. GUY WIRE ANCHOR H/C = 5 SPACES GREENS WORLD, PHASE ONE pa/G AIR COND. COMP. TOTAL = 130 SPACES LOT 1R - BLOCK ONE 1 4n ACPES Xwv WATER VALVE k-25' PRIVATE 01 IT �'� M WATER METER PROPERTY INFORMATION ZONED: C-1 REM ELECTRICAL TRANSFORMER AGGE.>:, EASE t aT PROPOSED 25 x50 0GM GAS METER GREENSWORLQ SUBDIVISION FIRELANE ACCESS (- 5 r3/�Q4) ACCEPRVTJOINT SS EASEMENT NOW OR FORMERLY OMH MANHOLE NOW PARKWAY, INC. 5' WIDE PHASE ONE STRIPING PEDESTRIAN (VOLur�4E iJ'1J, PAGE 2£34l oc.o. CLEANOUT LOT 2R, BLOCK 1 ------ -- -- AISLE LANE NRUF'US(=U FIR gin- — — — - — n (�H FIRE HYDRANT f 502 SQ.FT.) AMBULATORY U — _, MI _ _ _ w N 7606 00 E� 507.12 _ — — _ R AI TELEPHONE PEDESTAL `1.70 ACRES or 74, - - _ � _ _ 15 P �.. — I -- -- N AREA INLET ZONED. G 1 �iToG RAMPS 7.5' SETBACK LINE O I C.I. [ JUNCTION BOX \, --- - � -f - n7 NOW OR FORMERLY It Pr 1F r -, T13A K LI JE 26 SPC (9'x } GJJ. O' BUILDING SETBACK LINE ROD CO FH ------ PROPERTY LINE CO INVESTMENTS, LLC 73S0.1T. 1' 11:,� 5 C {.'x18)--11_.00° r` e� 130 105 VOL. 7723, PG. 24) 2 '. _ RT"_P. At C:HF = _ III gri �4.FT. � a LSrE III L,^.;iL - `------- 'FAULT - EASEMENT LINE „ Su 6' WALK '�S ri o \ `\ �FLOODWA Y 14 ' 2F1 �!T�_�o�. C1, j LIMIT EFER TO SHEET C3.1 FOR 4-BAY = t� �; z' ' �-2 SI & PARKING DETAILS COMPLETE -,� �� n, t� � FIRE LAME f, / i „ O' TEMPORARY UTILITY ll �_ 4. FT. c sR., CANOPY (OUTDOOR SEATiHGj BICYCLE RACK �` U {� y __ _ Er,5Er:4ErJT {12G1 �"6 5) 85 94 95 104 o- "� ISSUED Fumm&R "- 2o') -91. 0' �GE� 1 SP. (9' 20') 91. �\ n� NINFA S MEXICAN N F-L) C. > , is �— . - _? ,.r24on'W �1 G.U. C.O �--- J_ 24.00' l� a C. 0 0 _o - — t - G Z 0 SG.FT °. n w Qw i RESTAURANT 4.00' 1.63 1 SP U'G,.,, f,` Tt SP{ (°AT):_yJ.�l}' ��; ��. 6/1 17 (1-STORY) s �4 7s -�- 7� 6s cS` CONSTRUCTION 64 DRAWINGS \ 1 FOOTPRINT=7, \�� .n �i4� ...�.. `44 ( 511 SQ.FT.) = - r;t ,tit- \ �.s �'�� 6' HIGH WROUGHT IRON ISSUED PRIOR TO THIS —i i,TTt.1FRCIAL 'DATE ARE REPLACED BY `'- � (TOTAL=8,406 SQ.FT) C.O. o 0 0 �'" <;. FENCE COLOR BLACK REVIEWED �p/ {{�� CERTIFICATE. tj �•, GREASE TRAP o `l ti iV1Y'Y`� �Oi-! --�* --- � tL C raj r? � �— - - - \ .. IV' � � c�THIS SET &SHOULD NOT C, H/C PARKING SPACES, FIRE �AraE �I s, A O W�pL�ANCE r R ullt D BE USED FOR SIGNS, &RAMPS 32 rJo � rCONSTRUCTION. . c�- JUN 2 2GG7 ,�� 7 13.0 J 6.�� 9 7 C �, x i o )_ n y r is � +_��.»��t -2 2.00 _ c7-c G\t�E_ OF Tr - - o ' ��T�- G.M. - u' COL 10 ++ 1 1 Lf COLLEGE STATION AT o� +i -4 ___ _ r � ``em�ss ''SERVICES � f _!4 s A - - l.5' T84C.K. LIHE ��CLo S lIC _ETCH'.:{ LIPJL --- -- �r u \` e>- ti D CS s - .,. w_.. METC „ —��`\ _ \ S 76" -11' 24" W 566.54' .. . t_TBIvi #1-VARIAHLE WIDTH ZONED: C-2 ' d00 FLFV.=2R1.R0' DRAIHAGE CASEt.:1ENT GREENSWAY DEDICATION ; dd �:. •<<r�� NJ ��, _: (7543/284) 1.675 ACRESw.ta:w�. S .• c��` NOW OR FORMERLY \ . S/ONAL �Nti q — — — — REGENCY PARKWAY, INC. 8' HIGH SCREENING — — — — ` - ) \ COMPLIANCE: WALL FOR CONCRETE 100-YFAR FLrIODPLAiN I_RAIT (q,'FTLIIrtE 315, P.1{ E 1`. 1 FEMA LO%1P-F CASE NO. 06-06-BR40A ZONED: C-1 DUMPSTER PAD & MATED AUGUST 8, 2006 1A.H. - _ SERVICE YARD `4 HIGH RIDGE SUBDIVISION _ \ JUN 2 12007 LOT 3 - BLOCK 1 NOW OR FORMERLY HiGH RIDGE SUBDIVISION ` 0.36 ACRES \ COLLEGE STATION ASHLEY BTS, JV II, L.P. LOT 2B - BLOCK 1 (VOLUME 7,489, PAGE 154) 2-2729 ACRES � \ ENGINEERING GENERAL CONSTRUCTION NOTES: TxDOT DRIVEWAY PERMIT NOTES: SITE NOTES:'�;�� t,;�- Z e' I Q 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCIRLPANCILS E'CT LLH THESE PLANS 1. ALL PIPES USED SHALL BE REINFORCED CONCRETE PIPE (RCP). 1. A PORTION OF THIS SITE DOES LIE WITHIN THE 100-YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM /Q AND OTHER. CONSTPUCTION DP,A.A!INGS OF DIFFERING DISCIPLItIFS & SPECIFICATIONS. COMMUNITY NO. 48041, PANEL NO. 0142 C, WITH Aft EFFECTIVE DATE OF J ILY 2, 1 92. A MAJORITY OF THIS W O _ _ _ X �� .r � � Arc A _ F_ I c. W �,. �� ,.5� ,•. (t)L 'FF'I c:Rn �,HTr... 4NITH1N1 THE 3O -F{)OI c'I Fi�R �C)PiE (F:AF'ALi FI_ rTJL,FRL•1 ..,Hurl NF PFc11JiRF:D Ff_t?nDPLivihJ 1,..� PEratU;•'ED BY FEk1,. Lnh:AR-F cASF NJO. DF 0,, BB40�, t7gTFD ._.,,f1-.T 8, �0f?F. THE FLnnDPLA1P! � .- �. THL 200- L{;C.., UNIFILU TECHNICAL S1 ECII'lf_.ATION� AND ',I..NDA.RD DLiAIL_, ION WATER, SEWER, STREET TO HAVE MINIMUM 6:1 SLOPING ENDS KNOWN A" SAFETY END TREATMENTS (SET'). THE CULVERT SHALL L1P✓11T ILLUSTRATED DEPICT' THIS REVISED FLOODFLA.ItJ LINE. W �T AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. HAVE SUFFICIENT LENGTH TO ALLON! TFIC 6:1 SLOPE TO BE ACHIEVED FROM THE EDGE OF PAVEMENT TO < w N•71,•S• TFIF FI OWI lHF AT TIIF FND OF THE SFT_ ,-. DFSIC;F1ATED HANDICAP PA<RKIHG SF'ACFS, �':^,I I:S ° RAA4fS SHALL_ r:1EET I,LI_ Tf,S ;° ,'et1`.`I STA.ND,`RDS. � /�n 1 L� OZ -1 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED TIIAT THE LOCATI� T_j AhJD/OR ELEVATIOIJ OF THE EXISTING Q V / LLi Y UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 3_ RIPRAP OR STABILIZING MATERIAL SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT TiME 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS � W O U r x COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE {NFORr.1ATIOH IS HOT TO BE OF CONSTRUCTION AS DIRFCTFD RY AREA FNGINFFR. NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN) 150 FEET OF THE SUBJECT W ,� b � _ i FELJ ) UP�)JJ rt ; F J . F ,, C,i,f•A T T i-; THE {.t�NTR1tr.TUR RF.F;)IJ ,IF IIJTr TO r �{cID ;'1I-L E;I-.TltA- i:!iT, fiFA.`I REC FF r.i P_IilT FI:E FEET B .F TfiF CRA.rr. THI f'FFhtfCi Fi CJ i3F fDItI TCD '1T1f TIiC 1--- SLY } FC EIJ � _ , t T t P F LE E. 1 L� \ 1 UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWiJ EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE 4. THE COMPLETE PERMIT PACKAGE SHALL BE ON THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARAtICE. bi Z { \ PLANS OR NOT. THE 'CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO REVIEW BY TxDOT. i W � � (V u) z A . •r rAVA r, t Ar _) � �F) • F) C c, r, . C c O F 4. CNIH,Art(ED PA.ViNt FCtF? C;C)--1C`RCTC SIDCNdALK:S Si IA.LL r C)hTCI�:T "�T EITHER CAI Ic:t; F AtiEF?S OR ;TA.P,1F'ED r=r_)N[;RETE. C O Nr E Ti-_I I. THE :f)TITR -Tt_f? _,H i_L L,_ NJ_TiFY THE Ei1_INEER 1F DE_I_H _H hl_E_ NEED T_ E�_ � F- W U MADE INt THE FIELD.. 5. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE PERFORMED INACCORDANCE WITH STATE COLOR AhJD PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE f'dOT 0 < p yin STANDARDS AND SPECIFICATONIS AS TO THE INISTALLATION AND MATERIALS IUSED. PERMITTED. V i c� Q C:) CONTACT INFORtlATIOrt- � � � 1 U N _ _ -. _ O . , r � `' _� MATERIAL'-- x 1 ;t,.:-, PLACED L� RIGHT-OF-WAY t__ :H�, ;_ -I -Alf• - FROM �•+. ,AvHLhd L�LIILLiIhIU �,LIL,r1C.t.� .�,NL L-q��Lf`iLt1J LII1L� i vLI�Lr,I tHLY THE Lr.�LJ.9Ll•Jt LJh•JL J�� SI9{:)"a�Y3d. TEXAS iitJL .ALL. 30C) L4'J-4545 h. ALL iv1,-gIERJ..L._ AND MI-. lL�t_rJ_ lU BL fLA_LC IN TxDOT R1�1H lC VdAr r�1_�T CL t)LT JLCi tR0 1 J X t^ � p � LONE STAR ONE CALL: (800) 669-8344 TxDOT APPROVED SOURCES AND BE OF APPROVED TxDOT MIX DESIGNS. W V z m - �� -��„ 6. 100`; F'OVERA; t_)F c F<t.)i..irJi) t:t=:�VEk, t�E_t_:c)kAiIVE PAViNc;, f�ECORAtlVE kt�c:K, Uk A PERLNNIiL t;F< IS � af � 0 < '4 TEXAS EXCAVATION SAFETY SYSTEM CIGTES._, : 800 ( ) ) L4 1 _ :' • ,. I I '- f, .. ,' t' t r _ S ., i ) ,, AG - <_ w ,. .' tl f G — -\ A . _ t,1 O, 1f 1 f1 1tJ 1 .,f.k:1t1 LOT t,,L.,.t7L1, ;'Ar'ELL_, .�NL 1_F,�R1..._,L :1.RE_.�_. THE PARKING 11N 1_,..T LT L�.E_J } l_HT CIF N..( t ,'tJ � `COGS: ELECTRICAL DIVISION -- `;79 764-3660 .�. ALL L.=.t U�LD Ol(<.I �Eii�.1 ;,,r l_.� _SHALL UL �C)OL)LD a� �!-LG1C CLD L�r CIIL .AI�.LA Lhdr.:fTJLLtZ. � { ) AND .ADJACENT PROPERTY DISTURBED DURING COfJSTRUCTION. < ....I d or \ `1j CoCS: WATER & SEWER DIVISION - (979) 764-3435 8. 4:1 MAXIt,IUM SLOPE ON TFIC DITCH FRONT SLOPE IC, REQUIRED. W 0 p l`EF.IZOTd: JIP,4 SURV,�,PdT - (9; 9} 821-430C? r'. IIIi_ C'UtdiT?AC'1C�jls _HA,Lt_ C',{1PJlA.CC r,Al?. WAtI.Y LII?1?LIfA, r'.nC_'•`_; F'IJHLIt' Wr)I?K., - ;.4rdI1ATIC)td (5)?y-164-;5ii4i), IUI? w � 1 J p \ Al MOO, ENERGY: KIMBERL'i VtiIiJN - (`� 9) ; 4-2506 � \ OFF ' J Ur; N , HOURS 1 DARKNESS. IF THE F1F3_D VFRIFiCATIOTI PRIOR TO FORMING OR PL ACEMFfIT OF CONCRFTF FOR ALL DUMPSTER PADS. V � ! 9. 1H T10 EVENT WILL AN EDGE L T OF Ot f BF. 1 E hMITTLt D _ 1 tC THE JO O Q p p EXXONI-MOBILE: MICHAEL HLUZA - (281) 591-3720 CONTRACTOR, DUE TO UNFORESFFN CIRCUMSTANCES IS UNABLE TO COMPLETE A SECTION BEFORE THE �-+, SEt,41NOLE PJPELiNE: IIr,4 POLAND - 979 4t1-04Fn Sr cc ALL BUILDING ,'1ID FREE-STr'.fiDING SIGHS WILL BE PERr,iITTED SEPARATELY- V z r, ( ) 2 END OF THE WORK. DAY, BA,IF MATERIAt CAPABLE OF VEHICLE ,�i1PPCFT ,:HALL BE PUI-1_ED BACK TO THE b. `1 CITGO GAS: DrJUt, CLINE - (713} 41r-12g9 E=;ISTIhtG PAvErlEfdT EDGE 0('d A. 4:1 SLOPE. Z C w ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 9. THE DUMPSTER ENCLOSURE iS STRICTLY FOR THE USE OF THE GARBAGE DUMPSTER ONLY. SIIDDEHLINK: MIKE LAVLHDER - (979) F,46-222q 10. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN A.CCORDANTCE TO THE � C� �,°�IfIG :;t;^•.IJD✓�l<a'�: 'JraD (GLIJ) -0:' «. `_;1;1U (SLIT'-1)-Q:' IHt�U Cr:-tli (5LI}'-.;)-02. 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. EULLU`DIMENSIONAL CONTROL NOTES: f 11. THE TEXAS UNIVERSAL TRIANGULAR SUP DAS177 S1Gtt SUPPORTS V.1LL BE REQUIRED FOR ALL SIGNAGE Y' C C C tr "` —1 IA - ' �, CC)'. l` .t f' O. t1 A. C; Ll fl t. .JIHiPI t..l){)1 Ni{,HJ QL A. .Y_ .iL l t-., A . {�. SHALL -. n -, O. � E . Ir 1ITF- _P, _�ER.I_E .c Ae_ .c ^, c .rl E hF__ �. THE __ THE iITR _T_P _H t_L FE PE._P rJ_IPL1- E_� THE PP_TE_TI_ti _ ALL F::I_T 1_ TI I l..lJ ,"�:Pd L_1J.._i11C; CC,FY C.t 171E �,CiE 1=1._"�,T1 FCjf.-_=rJ-TF,T1C � E 1. THE C _t1T1,.._T F. Y;t: Y _L r EL LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OP. ELECTRONIC FiLE AND INFORMATiOH GENERATED, BY RABON METCALF ENGINEERING (RIvIE), FOR THIS PROJECT IS SERVICE LINES ARE CHT BROKEN nR DAMAGED THE CONTRACTOR SHALL REPAIR nR RCPI__ACC THE UTILITIES 12. THE CONTRACTOR SHALL NOT CRFATF A DIRT NUISANCE OR SAFETY HA?ARD IN ANY STREET. THE r e _ CONSIDERED BY Rr:IE TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND JOLELY FOR THE INDIVIDUAL OR ENTITY t P,,:EMENT SHALL BE CLFANi.D DP,iI_Y. - - rt 1 ) � t 1 r c -' A ) �-� AND Ih iI N F' ,LrTLF:- Lt-il.- N�tATLEL.L r�1C c c � t. � CF. _�EF.`v10E LINE `J'VI1H THE `A.rv1L TYPE OF MATERIAL A D �U 1� J � J U . H � � n e n Ar - n f �. . O -•• •��•- t ! F � TFD OP1 I i -- U (' _. ..., ... , .. S )P. -15 ,F 1 fi ! t Lf AtID PFRA41_ . H I F F THI _ r.4 TEPi t_ 1 _ iNTFf iDFD F _ _ _ E BY THE P _ IF T f , __ _ T_ t.Hl_H T i_ DC}P___ _D q. , _ _ r CLIFIJT lhJFORt.1ATlOrJ WORK Ha .aT HCONTRACTOR'S bo1T .:I= fJG . I .. ,� �.R � "HALL bL T L 0 L L E JS NtUT GRArdTED TU THE RECIPIENT FOR GISTRIBUTIONI OF THEE DOCJI.IENT� IN ANY FORM 4R FASHION. THE RFCIPIEPaT UNF1FR`;TAtJDS THAT THIS DATA IS AUTHORIZED "AS 15" WITHnIJT ANY WAPRAtITY AS TO ITS PFRFnRMANCF, NINFA'S MEXICAN RESTAURANT TRAFFIC CONTROL NOTES: f; )l1 (; _ �' _CI1' n OF' WORK, G(i AC Gf' A MAINTAIN ?C)J '(: � 1.J TRA TR 0 r^ RESULTS _, , ALSO _. L._R!N_ 111E E..0fl_11 _F THE vv_F,K, TITC __fJTR _T_., SHALL Jy1 iTJT IN THE I`'1�C_.T �lTC IN r t ACCURACY, FREEDOM EROt�1 ERROR, OR A� TO r',Idr' �GENJLJ,ACED THROUGH ITS USE. THE RECIPIENT r1L�0 C/O MARifl RODRiGUEZ G 1 •f AND , , . , f-': r- -r ,,r- ,, .1 tN AHD I iAAOv _ Gr�DLf,Lt rvND rtCC,LF 1P,ISLE MAt1IJF_{, r\,� FAT. rt� Pr;,'�GTI„r,L. TH,_ GJHiE,r1..lC,I� ,,Hr,l_I._ G_.E.r 1 U 1= UNDERSTAND- AND AGREES THAT RME, UPON RELEASE -OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 1102 HARVEY ROAD — r r n FROM THE PROJECT R R AN DISCARDED MATERIALS TEMPORARY STRUCTURES AND DEBRIS OF A {� PRO EG AREA ALL SU PLUS D D S 1, CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART 'VI OR MODIFICATION•l. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS. FULL RESPONSIBILITY AND LIABILITY COLLEGE STATION, TX 77840 tfJ r hlidD AND SHALL LEAVE THE ROJECT �fTE IN A NEHT AND ORDER. r CONDITION. ALL CLEAN UP WILL BE y A . r r x 1 c c c / - 4 L„A L E - F D OF iHL iL=;A.S t:4..111_IAL ON UrIIFOKr:1 iKAFFi.. c�ONIKrJL DL�Ic,E__. (TEXAS MUTC_D, M1.nc�sl KLGENi EI_)IIIGN FOR ANY COrJ_�Fc�l1FP10E_> ARISING OUT OF THF'IR U:>F. OFF: (979} 693-05Q6 r C C ., c (OiIE 1,> fHF ,,.,iI.,F„I,.TIOh.I OF THE. FFIC)HIEFF'• �,rTtT T.L'.'ISIUH".�) UUI:1tIr� COI1�TFdl.!CllOfd. '' AS WO LD 2. ALL DIMENSIONS SHOWN ARE TO BE USED iN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS FAX: (979) 693-0207 P S ' n A .n �r n � r n ,�� JAWS T ,. . rz . NTR. T F,' .,I IA M1. P Y WITH ATFST DITI _N _F HA RF , JI ATI.-rdS AND TtIF TATF OF T T V _ _ _ _ , �-�` SP WA �. L„tdC CLOSURE WILL NOT B€ ALLOWED UNLESS „Ff ROVED B1' T11C COUNTY OR CITY LTJGii,JCCR, r,TdD �11,;LL E3C FIELD .ER1f iCD B� THE CONTRACTOR FOR drORl�tiBiL1T'r PRIOR TO Cgt,J�Tt',UCTiOU OF 1rviF'ROvEf�4Cf.1TS. ,� ,_ l_, CONdCERFtiNG EXCAVATION. tar r � t rr FILENAME. 0296SF 1 B I SC ALE: 1 0 J_ .,HI•_:HFVFR I._ APPI 1('AHI F__._-- _ - -_ - 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SUBMITTED DATE: APR. =0, 2007 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING 3_ THE WORT: SHAt I BF COMPI FTFD SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC APPLICABI F. CONSTRUCTION. THESE REDLINE MARKED UP DR,AWIHCS WILL BE SUBMITTED TO THE DESIGN CONSULTArIT WHO t-j,1FIRNIGHT. GVFP.r-JIGHT LANF CI.OSl1RFS W11 L NOT BE PERMITTED, UHLFSS OTHERWISE APPP,OVFD BY THE DRAWN BY: R.A.M. WIil MAK F THF • A. GFS Oil THE ORIG1J_ TRACINGS,I E_ING EACH SHEET IN IHF St-4 AS RECRI) :PFLJG:6LE EIJ3JdEER. 4. UNLESS UTHEtt„_D. E S-{WiA, ALL frDiUS FOR LUF3< ARE 4-Lt (AT FACE OF CURB) AND •FOR SIDEWALKS. CFiCLL;T<ED BY: R.A.M. DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER' FIELD BOOK: N/A P--.+�:€S: h1/a 4. PLASTIC DRUMS SHALL HE USED FOR OVERNIGHT DELINE,A110N OF OFF ROADWAY WORT` AREAS, 5. THE BOUNDARY SURVEY DATA ILLUSTRATED WAS PERFORMED :AND PROVIDED BY T rCTURE &BROWNE ENGINEERING r . �. THE t r tHr.n.rTOT`. `i1,11_L t3f_ i.i_�f ..H 1r3LL } »i S. 1 LC_.J,.:EDiH AND 1 R 11_C.11r1C, ALL t:1:llrf.l:�l 'AND & SURVE)I11G. r,LL TOPOGRAPHICAL D;TA ILLUSTRATED WAS PROVIDED BY All OtJ-THE-GROUNID SUR'.E'f PERFORMED RABON METCALF ENGINEERING EQUIPF:1ENT STORED ON THE JOBSITE. THE COf,ITRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-1-98) iS ISSUED FOR REFERENCE ONLY. 11 BY THIS OFFICE. CLIENT NO. PROJECT NO. MATERIALS IN A. SAFE A.ND WORKMANLIKE HAIINER TO PREVENT IIIJURIES, DUP,IFIG AtTD AFTER. WORKING HOURS, REQUIRED, THE CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR IINITII PRO.IFCT COMPi FTiON_ APPPOVA1 A.ND [Nl1- 6, PRO,iF(T BENCHMARK: PPiDt:E DECK OF PRIVATE ROAD BRIDF, CRr)S ihJ(= C'ARTFPS (PEEK, LOCATED 208 0296 APPROXIMATELY 500 LINEAR FEET NORTH AHD UPSTREAM OF CARTERS CREEK; 10. TT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS ELEV. = 262.40' AND INSPFCTION APPROVA.I S FOR All WORK SHOVdTJ_ TBM, #1: SQUARE CHISELED ITV NE CORNIER OF HEADWALL FOR 6'x4' BO;t: CULVERT LOCATED NEAR THE SW C 11. ANY ADJACENT PROPERTY AND RIGHT-OF-VvAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO CORNIER OF THE SUBJECT TRACT. _ THEIR E;?ISTIIJC COFJDITIOfJS OR BETTER. ELEV. - ?F1.E�F=}' 3 SHEET N0. 2 OF 10 >+ GRADING LEGEND AT3UN JI \� DRAINAGE DIRECTIONAL ARROW. 1 " T/P=too.00 TOP OF PAVEMENT METCALF R 1 --f ---- aE-NGjNj-,,FRTNG -- TOP OF CURB i� _- _ POST OFFICE BOX 9253 ( TOP OF WALL COLLEGE STATION, TEXAS 77�42 LIRU f i/c 100.00 TOP OF GROUND OR GRATE ENTAIL: imbon(cr:rmen<,ineer.co►n 1 1 - OF'FR T - i9?4) r;9tl-tt3?y I rs ! r' BENCHM/IRK NOTES: FAX - (979) 690-0329 �� w \ CELL -(979)219-4174 +� PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD BRIDE, C 0 SS ING CARTERS CREEK, LOCATED 04 t -y APPROXIMATELY 00 LINEAR FEET NORTH AND / CREEK ` _ ? �4_ PS � ,'-.,._ - _- --- AM UPSTREAM OFCARTERS ELEV. = 262.46� r= `~ TBM #1: SQUARE CHIS`f;, LED IN NE CORNER OF % COMMON DRIVE TO GRADE PROPERTY (AS HEADWALL FOR 6'x4' BO CULVERT LOCATED NEAR BE CONSTRUCTED GREENS WOR IUD, PHASE ONE REQUIRED) TO DRAIN THE SW CORNER OF THE S BJECT TRACT. ! / / MAINTAIN 2.00% (MAX.} w/A 3" HIGH LOT 1R _� BLOCK ONE TO OPEN -BACK CURB r-f F//t_. Ys8.o T,'c-2G4.�9 MRINTAIN 2.0 & MAX.) CROWN .� ,..� INLET ELEV. = 261.80' `\ (MAX.) LONG. SLOPE / �- T!c=2s?.0?�- y \\ THROUGH PEDESTRIAN AISLE I P=261.0,5 /''� �� l ( f _ 260 261 O Iy V An 4.50% -1 /�" I.R. r' / 1' 0.88%� TIC=263.64 fl n 1 T1C=26'?.QO - .� � /: OA0�f L.i. UU o % N `� e� MATCH DRIVEWAY i�a ! N 1 ' - 0 T,C`=`?fi3.o3 ( 0.80 _ `� _ 11 T,.�C=2r;n,7? - on Q APRON TO EXISTING 1 s, I t _ 1 a TjC=2s3.2o\ T;P-2s2.S5 T,.'C.-2G2.4; T'C=?61.4s T'C: 2Go.OtT 11 �� w PAVEMENT `� /-�' 263 a1 ti 11 ; T/G=261.25 ELEVATION & T/C-266.25 ! ``rJ ' T't;-25.J.ttO c +�, WALK . a ;I � ,�_S,� - _ _ 11 T,I t.=r. �,)t'.t. �.ri. �% i f E4 L = \ \ \ GRADE FLUSH I r \ - �- _- i.f.1� T/ c=?C 1.?3 r © 1.00% f,n 1.00% I - -t- w LK T%C=262.11 T f TIC-260.84 1 T 'C=261.03 f-ELOOdWAY N ri / T1P=263.15 (``. T/C=26227 LIMIT COMPLETE C=263.1I3 \.y T;r--2F2, g - • �. 62.39 `/ �E7 V 1 iiC-267.,/5 �� T C-263.20 R`:� F.D.C. r T'C=263.31 1 ISSUE' U LEr Tt;1C r i- a?. =2G2 87 / { TC _ - ; - i a t TRAtNSF(�RMER \ v T C-2fi1.60 - T. t - �6;,. i.2n ? L��i<<. i.t)� 1.00 vl I I /,P=262.61 T/P=263.00 1.20% C.O. DRAINAGE DIVIDE C.O 1' L - - - - - - 11 U - - - � - - � r ' T' G-253,00 f� �, \ 1' ` 1 1I2" LR. � \ ¢ T1P-263.50 C' � ~ \ DRAIN,.A�E DIVIDE In (� ' lJ JZr T/C=26-5.31 _ \_ \ / / • � -.•� fin r} � �. : _ , -.� •: , .i 11 - c: ,e` i 1 ° � a_ - L61,1� - Tir-2F2,93 ` , . T,�`c= .1� ,G 7 r ; ®o , .__ o F. �.'_ 26 �. rho � \ r` t ; ` Tj(' ''61.45 ,� � CONSTRUCTION DRAWINGS PAVEMENT SLOPE SHALL �� TIC;=in.i.,55 1 I C r �' T/C=262.82 ' T//C-261 19 1 T/C=261.27 ,-26142 S N. ISSUED PRIOR TO THIS II/NOT EXCEED 2,007 (IN kp 1 1 2 BRICK LEDGE l V' ;` ( / _ _ s. o o i /G 2G3_o0 T,'C: 262rca T c, 2ta1.40 '' ' T: c='z61.4s t l t� DATE ARE REPLACED BY �. ALL DIRECTIONS) @ H/C Q'• ' -.- T - - - Tfc=2s0.91 T/C=261.00 -� 1' T/C=262.63 SW @ 1.50% y-� --� f � T/C=263.00 r- T/C=26274 1 it � THIS SET & SHOULD NOT PARKING AREAS , " T "P=263.13 --- c ,c _ z�PE- ��e / 14 T/C=261.06 .r12 1 r _ N i.clt�y DE USED FOR �,�' T.--2 �.0 = _ 26� 1,.:-263 "' � c'n� D, E ` 11 � � �� CONSTRUCTION. - _ ; 0 0 - 1 °� GREENS WORLD, PHASE ON l y t T/C-263.10 j s ems}- - LOT 2R BLOCK ONE S > rn . i°or-n i 0 ci I l Tr C 2F2.57 1.70 ACRES / n 0 ..7 OF T � 11 y` TCLE 11a4z .'\ ",..._ ?ez-< f i{(( r T. +1=2 0.00 1.50� 1.50� 1 1 I T,'C'=2F�1.21 ' 1 �. QED STALE' r % 00 r �'lt' r'TS .... t �� = - - - rp \_ ' T/C-` G2 7u - T/P-�t=3.�{4 D-- 010 -- Y - T/ G= 'o1.U0 I�°a-tt_>.C111 �5: F 1.1 �.. �► - - - - _ _ - / AILS T 1 _ T 'r �•Fl.nn T •n _ _ 2ou �. �. tee. •w .ter ' 26i - 1 t�-16U.00 - • r » . ... ME \ T (- 263.15 T/G= 260.50 / - Rfi a (� �_1 r- / - 1=- . _ 24 W 566.54 T rC=?, r1 -- _�- �N TGAi_F .�f 4 WIDE CONCRETE 21 - ELF+..- T Sr_1` - -- - - =26 .50 GREENSWAY DEDICATION - ' - - 2G�i-- - - �11 _ ' `> , �'' f. I. T 0 - - - - .,. - -- - _ DRAINAGE FLUME Q _ - _ - _- -._ � - 1 675 ACRES -� F� 2s2 - - - - - - - - = A - - -® - - 25 - - GRADE TO DRAIN A ' �� 2.00% SLOPE 1 / 2" I.R.- 6 x4 Ox GULV 'T _ - _ - 3E.f� - - �- \ �t,r� 0NAU E Iq INTO EXISTING (w/ROCK RIP -RAP) _ \ HIGH RIDGE SUBDIVISION _. F..' - .__.--- --- ----- --- --- -- _...__ - _-. CHANNEL (w/ROCK ��- LOT 3 - BLOCK 1 CONTRACTOR SHALL _ - ---��,2-- - - - - RIP -'RAP) \ �o r:1,H. PROVIDE NECESSARY ' - -- _-- - - - -- - HIGH RIDGE SUBDIVISION L 1or1 YEAR FL00c�RL�.ir`! ur:11T �\ LOT 2B =BLOCK 1 FEt,1A LOMP-F c , ,E 11C.. 06-06-PR 10', GRADING TO MAINTAIN ~ 2.2729 ACRE-S DATED AUGUST 8, 2006' \ C� OVER-FLOWW SWALE OF _ BOX CULVERT •. _ w - GRADING NOTES: EARTHWORK NOTES: Z Q 1. .ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00 o SLOPE SO THAT NO PONDIi•JG OCCURS. A. GENER.A.L: 1. THE EAP"TH`^JOP,K SPECIFICATION AND CdOTES ILUJSTP.ATED BELOW `aJEP.E PP,EPd,P,ED t^11T110� aT THE AID OF A GEOTECHPlICAL r r r �'� �"•��' a MINIMUM • SLOPE it lN� ;R -.C', H:",T S ��; 0 uP fi Ct",I�th�1Et•JCiHTIfiP1� BUT P,� TNE'i" HRE IPJ C-:C;t•JFC;RMIT'Y 1��1TH .STHt1DAP.CiS T'rT'It_:Al_ TO THIS t,P.Ea. CiIIE TO THE 2, LINLE.�.� C;THERv.I.�E �I'Et"�fF1ED, I11dPr'iVED ARE�+S .SHALL_ DRvttJ .�Vv','.`r' FRiir.4 Bl-IILCiIP�Js_�:S �yT tviltlll.ilf.i ._L_F-E _F Lt_ _ C _ _ T ItJ'vE_Tl_ Tt_Pl J. PE.. _ r- THE PERItAFTER CURB IS 6' LOWER THAN THE FINISH FLOOR. PLASTIC SOILS WITHIN THIS _AREA _SGR1E M1NOR DIFFEREI`JTIAL_ P1O EMFNT_MAY-STILL OCCUR DUE TO SEASONAL SOIL MOISTURE � �' VARIATIONS. Q w Z 00 - - -- - -- - - Z ,of �. FIIJI'�II r�F.'AGE r.GJ.A.UENT TU UURGIN� UCi '�IDEr"i:.LF:' �I{ :.LL EC BILL w+ TI{C TC F _F :_IJC:FETE .-.ND ILL L .NC�Gr`:I111� F.E..` , 2' [ „r 1 ,I Q BELOW. 2. THE. CUE•lTRAC;TOR jHA.LL REFER TO THE �TRUCTURr.L EP1GI1`1EER'S PLAI`iS FJr: �F'Et;IHC,ATIUt`la, FRJC,EDUREj, A,t�IQ REt1UIREt EI T� z FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY. Q W a O >- �C 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLIHE DIFFER, THE SLOPES SHO4.74 .ARE FOR THE GUTTER FLOv":�'LIHE. uj -i > B. UBCF DF: LLB W �- CO Cr }- 1. EXISTING TRILLS, STUMPE', AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BC RE110VED . � � 5. WHEN TOP OF CURB ELEVATIONS :ARE SHOWN, THE CURB HEIGHT IS 6" UNI_-FSS OTHERWISE SPECIFIED. AND THE TOP G" OF TOP SOIL SHALL_ BE .STI'{Pi'ED FROM THE AREAS COVERED B1' TF1L= PROPOSED iD;1PROVEt1FNTS. � ©� N � 6. THE COHIFACIOR SHALL INSURE iH,Ai ALL ERHHAHC;ES AND ACCESSIBLE PATHS, 10 AHD FROK4 THE BUILDING, IU DESIGt%IAILD H/�C 2 PAVING AREAS SHALL_ BE PROOF-ROL_LFD AND, IF REQI.IIRFD AT THE TIME OF CON)-,TRUCTION, THE CONTRACTOR SHALL_ STABILIZE 177J � �/ � V / p I- OU PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA STANDARDS. WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLiNG, - � V CI_ 0 ;r O -• � r � � r RFPRCICESSIN.� TO FEP�IO.F MOISTURE, Py1ODiFIC:ATIOtN WITH LIP1F (_P. CEP.,EiIT ADr.11..TJPE, _.P v,iP-lG CFOTE:'<;TIP_ES. F_L I_OrJIhJG rfJ -: T R H:, F t OW TLJE 'rFi1FR,a JiJTFPJT OF THE GR/,[3111» PI G,tJ_ . L.11ilOR ..fJL._,Tr•.1EINT.. T., .,CTU.,I ELE..,TiOi1.,F n � r'- - TITF �'.. TR ,., 0 i f nl 0 PRUUF-ROLLING, THE SUEGF:ADE SHALL BE i,UP1r'A(,TED TU E3E 141�EEI•J 9a;� r,tdl.? 100,o U!- THE l.ir aiP.�Ur1 ULN�l7 t y� L)LTE{;'A•11NEU B`( �( x � h Wp � SHOWN ON THE GRADING PLAIN MAY BE REQUIRED TO NIATCI I EXISiiHG GROUND ELEVATIONS & STPUCTURES. ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN -PLACE DENSITY ` w 1�J Z af m TEST SHALL BE PERFORMED FUR EvERY 5,0ujo 54.FT. LJ O 8. SLOPE; BETAfEFtl PROPO`a,ED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHEPWi-E SPFt--IFIED (DO N<.--aT S(;.AI_E). � � 1 = U 3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL._ MATERIAL, UNDER PAVEMENT AREAS ONLY, AS J O_ � 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES CURING CONSTRUCTIOIJ AhlD APJY DP,AIPJACE DITCH OP. STRUCTURE LONG AS THE P{ { LE`�S T6{AtJ 40 F,PJD TI1E t�tATCRInL {5 FREE FROiv4 TR Fi, LUi:1PS, CLODS, ORGANIC SUBSTANCE �:- OTHER FOREIGN W O 0 DISTURBED DURING COi1STRUCTION SHALL BE RESTORED TO E{{STING COHDITIOPNS OR BETTER. Al .TTER. �► -j Qr.vo 4, t,4ATERIAI- IJ FD UNDER PA it,1'.HT TRUCTURE,, C�fI I TIIIr OF GRAN1ILAR .,AIL, WITH A Lnw PLASTICITY (PI<7) ;HALL BE � �••� 5TAR11 i FL'i WITH TTF 1 PORTi AND CFf.1FNT (APPRn-.<IMATFi Y 4RY WEIGH]). � � '® Z W W 5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS OF INTERMEDIATE r PLASTICITY (7<PI<20) SHALL BE STA.BILI'ED WiTH EQUAL P.A:TIOS OF LIP:IE AI1D FLY ASH (A.PPROX.IMATELY` 3% EACH BY WEIGHT). 6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL BE STABILIZED WITH TYPE A HYDRATED LIME (APPRO �Jt:4ATELY F"'<. BY WEIGHT). 7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A M0ISiUNL C014IL14T RANGL 01`- 0-/. '1'0 +3 OF 111E OPTIMUM MOISTURE COIITENT AND COMPACTED TO A UNIFORM DENSITY OF 95° OF THE P,1A'r.':rE:11:1Pu1 DRY DEPISITY AS DETEF kII1'JED BY ASTt.t D(3)98. CLILI-41 INFORMATION 8. COMPACTIOH TESTS, FOR FILL, SHALL_ BE VERIFIED BY iN-PLACE DEiISITY TESTS FOR EACH LIFT (1 TEST PER ,i10o SOFT. OF FILL NINFA'S MEXICAN RESTAURANT ARFA). c/o MARIO RODRIGUEZ 1102 HARVEY ROAD 9. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE ,A HOMOCENEOUS MIXTURE THAT MEETS THE GRADATION COLLEGE STATION, TX 77840 P.EOUIP.EMENTS SPECIFIED III THE TxDOT, (JUNE i, 2004) STANDARD SPECIFICATIONS FOR COLISTRUCTIOI.1 A111) MAIH iEHANCE OF OFF: (979) 693-0506 HIGHWAYS, S-IREE-IS ' BRIDGES, I IL+J NO. 260 FOR LIME IREr\ IMLI-J J AND J ILM NO. '2bb FOR FLY ASH. FAX: (979) 693-0207 10. THE SUBGRADE SHALL BE STABILIZED THREE FFFT (3') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS FILENAME: T0296CP1 G I � �i-F: 1 SUBMITTED DATE. APR. 30, 2007 11. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IH-PLACE DEIISITf TEST FOR EACH LIFT (I TEST PER 5,000 DRAWN BY: R.A,M. -IO.FT. OF FiLI_ t,F.E,-). CJ-iECKFLI BY: R.A.M. FIELD ROOK: N/A: PAGES: N/A il" � RABON METCALF ENGINEERING CO�i�� .� I N CLIENT NO. PROJECT NO. 208 - 9296 JUN 212001 - -- --------- COLLEGE STATIO1114 - ENGINEERING SHEET No. 3 OF 10 BENCHMARK NOTES: - RABONI PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE / \ ROAD BRIDE, CROSSING CARTERS CREEK, LOCATED METCALF 4 I �i APPROXIMATELY 500 LINEAR FEET NORTH AND - r-------- - - - - - - >tir ENomETRTNG UPSTREAM OF CARTERS CREEK - ELEV.- POST OFFICE BOX 9253 APPROx1a1ATE-�,wc.- 1 LocATI)I1 OF GA.s COLLEGE ® ;r _ = -LGL STATION, TEXAS 7754, L 1 rd E --.- i ��°� j+ TBM #1: SQUARE CHISELLED IN NE CORNER OF EMAiL: rabont i'Miiengineencom \`\ ; r HEADWALL FOR 6'x4' BOX CULVERT LOCATED NEAR ;,vl i 1 APPRO4. ^_ 0 THE SW CORNER OF THE SUBJECT TRACT. OFFiC'F - (979.)690-0129 LOCI..TIO1J OF �1 d 1` ' uiIDERGRaurJD �_ , -- ELEV. = 261.80' FAX - (979) 690-0329 CELL - (979_) .11 9-4 17=I '- UTILITY DEMAND SUMMARY: NOTES: oyy 1 —APPROXIMATE N 1 LOCATION OF C PEAK 1. PEAK WATER SHALL BE DETERMINED BY THE i 1 ', ITl' OF COLLEGE i I IJNDFP(,P..at)ND i kn 1 PHtm --- __ -- ______--- - __ __ ___-_____' TATIc�II :cJ iJITARY �t'1 USE AVG. (x4.0) BUILDING CODE - FIXTURE COUNT METHOD FOR THIS 20A PUBLIC I , l - - - - SEWER EASEMENT 399 107 � � SEWER (gpd) 7,200 28,800 NEW OFFICE/WAREHOUSE BUILDING. UTILITY EA E1ICIJT t�1 (A� t)EPICTE.D IN PLA.1) \ {gP ) (1 IvIEII) - WATER m 15 60 GREENS WORLD, PHASE ONE , IRRIGATION (gpm) 30 30 2. SANITARY SEWER AVERAGE DAILY FLOW IS BASED .APPRO:IP.IA:TE � LOT 1R -BLOCK ONE � UPON THE CALCULATED AVERAGE WATER DEMAND 1 AND A 16-HOUR USAGE PERIOD PER DAY, LOCATION OF 18" DIP 1 i 1.1r .A,CI E._: (50% ) PUBLIC WATER LINES 1 ,f"5PRIVATE OIAT STANDARD CURB INLET -' PRIE 11 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND C'CF.> , �EASE � i /1 SE iF JT IS AN n y 1 t 543, 2284) (10' OPENING) w/OPEN IRRIGATOR �MATE AND SHOULD BE VERIFIED BY THE I 1-2" DOMESTIC METER BACK FLUME 40 L.F. OF 18" RCP (CL3) Q i I RIM=26o.00' 1.00% SLOPE w 6:1 SET's 1 1-1 1/2" IRRIGATION METER - - - - - - - F/L(S)=256.75' U'' REFER TO SHEET C3.3 FOR / (TAPS PROVIDED BY CoCS) UTILITY & DRAINAGE (BOTH ENDS) 11 I m�1 /2" I-R- - ' ! _ _ 34 L.. OF 6" PVC (C9o9, N 76' 06' 00" E 507.12' c,� DETAILS F/L(N)=263,40' - - - - -- - - - F/L(S)=263.00' Il 1 PROPOSED PUBLICS 30 L.F. OF 2 1 /2" PVC CL 200) FIRE WATER (48" - NN REGRADE DITCH AS REQUIRED) 11 ` i WATER LINE "W1" ( ) MIN. COVER) I I \' { SCH 40 WATER SERVICE250 L.F. OF 6 PVC (SDR-26, C, • (24" MIN. COVER) F.H. CL160) SEWER ® 1 /4" PER FOOT i I 1 1 w - - w - - w - w - - w - - w - - I BACKFLOW PREVENTOR SLOPE (24" MIN COVER) -� VAULT, SEE PRIVATE Lam' '�•h W i .BALK - - - UTILITY NOTE #4 it h ` 1 i TIE TO 21" SANITARY f I ITDtJA'> V ' ` 6' �^,r.nLK I t � • 1 180 L.F. OF 3-4" 4" STANDARD 11 SEWER LINE TAP BY f. COMPLETE � 1 1 PVC CONDUIT GREY � t1 ` ( ,- ,�-�a' TFr1PaRARY UTILITY y ELECTRICAL TRANSFORMER (GREY) CLEANOUT COCS) `' EASEMENI (1LO1; 66) • w PULL STRING FOR F L=257.25' F L=252.30' 1 I w/METER 277/480 (3 PH) 1 ELECTRIC SERVICE F.D.C. / 11 N / (� 600 AMP (REF. MEP PLANS) `N 1 CONSTRUCTION O I 1 1 (48" MIN. COVER) - - - - - - - - - - - - - - -� j tSti -� 1�„ I.P. NINFA'S MEXICAN -�-� -�- -�- -�- -�- �� -� ��. -6/19107 i� 4" STANDARD 4" STANDARD 11 1 ',S CONSTRUCTION DRAWINGS RESTAURANT <o � ♦ CLEANOUT � CLEANOUT � L.F.OF 21" RCP \ �3 ISSUED PRIOR TO THIS �- � _ F.F.=263.50 F/L=256,30 F/L=254.30 129 It DATE. ARE REPLACED BY 00 (CL 3) STORM SEWER Q �~ ��F - THIS SET & SHOULD NOT GAS METER (BY ATMOS) - y 1,000 GALLON 0.50% SLOPE 11 EXISTING PUBLIC 21" � Vf'T SANITARY SEWER C-v REF. MEP PLANS FOR J COMMERICAL GREASE BE USED FOR \ `�F\ ( GREENS WORLD, PHASE ONE �] ,F CONSTRUCTION. PRESSURE & LOAD DATA TRAP (REF. MEP PLANS) S �. _ ) �' LOT 2R -BLOCK ONE 1 _ t 1.70 ACRES �' `OF ,- 111 /(1\ TELCPI ION[ \ r" c —_- �U _-_ _ n ~4' 'S =t \ — — —uE E —LIE UL— » �k F • ! ,+t PEDESTAL kp \ - 100 L.F. OF 1 " �--E--•_- --_ -- - ---- --___--- - �-.------- - -� 0 POLYETHELYENE PIPE GAS \ - - - - - - - - - - '�' 'Z �TB11 1 `�• 1 \ S 76. 11' 24" W — 566.54 —�--_ SERVICE w/3" PVC (SCH 40) �'x4' BOX CULVERT ` t \. 1 ,t �•:•_ .Q�r 'A SLEEVING (36" MIN. COVER) ` l F:`L ! "�= SF `�j ' FLEV.= hl.e.c)' GREENSWAY DEDICATION .. . C,, \F,/1. (E)=256.40'` ! ! 1J \ 1.675 ACRES \ 1 „" I.R. 180 L.F. OF 4-3" PVC CONDUIT \ ,\ \--1000 YC.2`.R FLOnDPLAIrl LIMIT CURB INLET (10 OPENING) \ HIGH RIDGE SUBDIVISION ` (GREY) w/PULL STRING FOR `\� FFMA COMR-F CASF 110. 06-06-RR40A w/OPEN BACK -HEADWALL LOT 3 BLOCK 1 VARIAP,1 F WIDTH DATED AUGUST 8, ''006 b _M.H. CABLE &PHONE SERVICE � & WINGWALL ,\ 0-�� ACRES PLACED IN SAME DITCH w 24" DRA111A.GE EASET.IEIIT HIGH RIDGE SUBDIVISION RiM=260.00' Q i ( / ( E �4 , Zb4) LOT 2B - BLOCK 1 - • , \ MIN. COVER) - AS DIRECTED BY 2.2729 ACRES F/L(N)=256.05� �'�` \ z �. UTILITY COMPANY F L S=256.00 \ \ ` l {n) Lv GENERAL UTILITY NOTES (PRIVATE & PUBLICS (� z i- Of U 1. WHEN MAKIIJG A COHI-JECTiON TO .AN EXISTING SANITARY SF_WER MANHOLE, CONTRACTOR SHALL PLUG DOS,iNSTRE.AM Er1D OF Q Q 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF SIX PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL .ACCEPiANCE BY THE CiTY. W INCHES BELO'v'J THE REQUIRED GRADE A.14D PROVIDE A SAND BED FOR THE PIPING_ BA,CKFILL OVER PIPING SHALL BE IAA -DE '00TH EARTH O: - '-A c A, n- r , ; A., ). C n. n MEANS 1) HF ? HSI!Y OE THE ADJACENF -_. .,f, FLLI _. .Ni?, F1-ET- f)I F)I-RR1_., ..HI) �H,�l i i F is P.,i3F1) 1 Y HAHD (P. P.4E_-H. Ht(, i P;9F tL I, 1 1 I- -, ,,:... �r r- ._, ,_� � 1 S ;'�l_'LED 1J1 ::FPi`,1-:1',TC TFErl:HE.S WITH NO LEES TH%1'J 9' IJIIJE l C_ET � � � ._. v.,.TEF: ,.. SANITARY �EL�t_I: TI1>,T i,Ta. F�,1,,,1 #_EL I.tU�T FEE ! J T ( }uj UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), wi-iiCHEIER I S GREATER. ALL- TRENCHING AND Q MIN. CLEARANCE. ADDITIONAL CLEARANCE CRITERIA PER THE TCEQ IN 317.13 APPENDIX "E". WHERE 1T IS NOT POSSIBLE TO ACHIEVE d W r N A , S O, 'STRICT ACCORDANCE C I OS A OI .? M HTS API A OTHER APP IC'ABLE SAFETY CODES _ -- Z 00 C:.G. V TIOH _,HALL BE D._r)E It-1 ..TRI_T WITH _L.RFEIIT ___H RC_.._1INE:C D ALL _ HE. L_ THE NINE FOOT SEPARATION DI._.THIJL.E SHALL BE A MIHItAUf,1 OF TWO FEET BETWEEN UUT�IDL DIAMETERS, THE liORIIc_aNTHL _CF�R/�TIc.�N z � � � 0 AND STANDARD-J. Di. T HCE SHALL BE :A 1:11HI1;111M OF FOUR FEET BETVIEEtt OUTSIDE D1f:i.IETEF-1, THE SCW�R AND 'A'ATER LINES SHALL BE UI` T:A•LLED IN V) LL- z � Q l! SEPARATE TRENCHES AND THE SEWER SHALL BE LOCATED BEL04'4' THE WATERLINE. W � O Y x 2. MINIMUM BURY OR COVER SPFCIFIFD IS TO BE MITASURFD FROM FINISHED GRADES. WHERE UTILITY i IPJFS EXTEND UPIDFP. PAVEMENT, U Ld THLd E BURY OR COVER SHALL BE k f-,A`;URED FROM THE F30TTOM OF THE STRUCTUPF. S r s S � S �-- > _ UNLESS 11� t1HOLE� Cfifl BE P.•tADE 4U 1TFPTiGHT AHD iF �TED FOR rTO LE ,1 .+CE THEY Fd1U�T BE INSTALLED �0 AS TO PRO'�iDF A Wco cr MINIMUM01 HiLIL FELI OE HORI/OI-JIAL CLEARANCE FROM AI (0 =J LXIS ING OR PROPOSED WAILRLINL. I1- THE NILIL 1 01 SLPARAIION � wn F- 3. UTILITY INSTALLATIONS iN NON-STRUCTURAL AREAS SHALL BE BACKFiLLED WITH TYPE "D" BEDDING REQUIREMENTS. 1N DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A. JOINT OF 150 PSI PRESSURE CLASS PiPE AT LEAST 18 FEET = Q Q � V) z -1 )A O '1-- / tiWALKS. - t- j - S- AI � BEDDED AND ) -'AC' - ) H CEMENT NT n ` q c r �.- e n - SPACE h . CCU . - CA PIPE SI n - S::UPP) 1 --D AT 5 F- N � STRUCTURAL AREA'S (IJrJDER FC_UNC TI_rl_, FA�EA1E11F_, EI_...j THE i�IILiIILw �H �L LL �__CEC HC 6 �KFILLEC WITH _E E LONG r,iJD TV.O NOT9IH•,L ..,I-L_ LARC-1_l�. TII:;tJ THE 1Jr,TERLITJE. THE �i A_F .aR__rJD iNL _,�RRIER PIiL �HrIL BE __FI _FTL � t— � p ST.Y,BILICED SAPID. FOOT IPJTERVAI S 'v` ITH SPACERS OR BE FILLED TO THE SPRIHGLIHF VA TH WASHED SAPID. THE FH(,ASFMFL1T PIPE SHALL BE CEFJTERED t A r- U ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL- 0 V J OJ 4. REGARDLESS OF ELEVATIONS SHOWN FOP MANHOLE RIMS, CLEAR -OUT OVERS, OR CRATES SHALL BE PLACED FLUSH WITH THE �... � � i � O r, rA AHD ! - A - A i A a : " ABOVE E t GRADE. In 0 c;A. A S A A t41A C'.C)� C P ,O`.,i C MFHT SfiH _ F'•"•CKFII L FnP THIS J011, T- I1`;F PPF` cSHPF W PF..FO.>ED PA FL.tEt}T ELE, .TIER HD _�Lt)PE. t.t ,NHC_)IFS NOT 1N P: , EF.1FIlT . ,RF..S SHALL BE SET B - . F THE Fltll H`C F.. ,C E. T. C FPITFP IPiT E NiT RY -_ Eb FR T .w TFPI rP1F P_ IPI . P_ (1F -E D _ (^ Q PIPE iF VERTiCAI SEPARATION iS LESS THAN H11,1E FEET. z � m 5- CONTRACTOR SHAI I LINC=OVFR FYISTINC; 11TIIITIFS AT All "POINTS OF C:ROSSIN(," TO DFTFRMINF IF CONF1 ICTS FVIST BEFORE w O Q CUTit�1ETJC1tJG AtIY CONSTRUCTION. NOTIFY THE ENGINEER AT U1JCE OF ANY CONFLICT.5. 1F Ci_T ARAPICE IS BFTWFFN i INCHES TO TINO FEET, ONE 20 FOOT JOINT Of- C:-TJOO F'VC, 150 PSI WATERLINE SHALL BE CENTERED � L.L = AT SAHIT'=,F:'Y CROSSIIJG. a 6- THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I E STORM DRAIN, SANITARY � � W O EL SEWER, ETC...) DO PIOT CONFLICT WITH NOLl-GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER `~ERVICES, ETC...). 6. HO CAST -IN -PLACE MANHOLES SHALL BE USED. � J 7_ THE CONTRACTOR SHALL FURNISH ALL MAiERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, INSTALL..ATION, BACKFILLING OF 7. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 HAVING A w Q � � 0 U1IL-H Y IJNLS AND RLI_A ILD APPUR ILPIANCLS AS 'SHOWN ON IHL PLANS. MINIMUM PIPE STIFFNESS OF 115, UNI FSS OTHERWISE NOTED. WITH 8. ANY AND ALL D.L.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTIOfA. EXTERNAL POLYETHYLENE TUBIi'1G OR � � W 8. THE LOADItJG AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE III ACCORDANCE AITH THE MANUFACTURER'S C �r h °. ° h ° DOUBLE WRAP WILL BE 8 MILS THICK PLR LAYER AND TIED 10 PIPE A.T S' HAXIM! 1r:1 INTEP*,/AL (IF LAID), OR BANDED TO PIPE T 1' r � RCCOL.1rtCIJDCD FR^.(:IICLSA.ND ;IIALL, AI ALl_ IiINIL` BL. PLF.Ft)RMLD 411H C_ARL TO AVOID ANY D„MAUL. TO THL MAILRIAL. THL , � � (7 _, -- - - - - - - a A 1 A AHD n,) Y :IF, uA ti ;< ,_ - _) S - - 'A 'S 1 JACKED). IHFrI?IIAI_ POI 1'FTHYI FNF OR POI YURI-THANE) LJ1JtIR (OR CUHTF1A(.T,.1R _�HAi1 10CATI_ AHI1 PROvIDI THL NECESSARY ST(:'F?A(-F AREAS FOR M.,TEEL I_S AH C. ..II P.11 NT. P.Jti-I<.1.-h.1 INTCR..,I _ (w, _�CRFµ. flGHT`FNI_C TLai_ I> NL__) (I COAIIPICS) WILL BE 40 MILS -(HICK. 9. THE CONTRACTOR SHALL COORDINATE ALL SLEE.tING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. 9. CONTRACTOR SHALL JNSTALL DRIP PAN ON EACH SANITARY SEVNEP MANHOLE LOCATED IN PAVEMENT. 10. COr,IIRA-CIOR SHALL BL RLSI-'UiI` II3LL FuN, C OORDILI,AIIi G ALL CON1ILCII0NS 10 PUBLIC 'SYSILM.S AND ILISIA.LLAIIONS W11H CEMENT STABILIZED DRIVEWAY SURFACE, SEE REGULATORY INSPECTOR. 10. SANITARY SEWER. CLEANOUTS FOR SEWER SERVICE LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL INSTALL THEM iN ACCORDANCE WITH THE INTENT OF THESE PLANS AND THEY SHALL NOT BE SPACED GREATER THAN ONE -HUNDRED SAND BEDDING, SEE PAVING DETAIL SHEET C3.2 > ,- : ,-_- i1 r: C;; , CA O - O r R, C,01`-TRUCTIOH SHALL {_-C)"TERN Off THIS PROjEC_T FO r � ' DETAIL SHEET C3.3 i1. TrTC �cc. c, ---TJInLc TC_fI11i_..L _FC_IFI_..Tl_11_ F f �;.A.TEf' �-- -C,gCf __H_ _ FEET (1JJ) AP.�,RT. cLIErJT IIJFi1R1�tATlO1•a ALL PUBLIC UTILITY IlvIPROVEMENTS. IT SHALL BE THE RESPONSIBILiTY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED NINFA'S MEXICAN RESTAURANT 24" 24" THEREIN- FILL COH MAC TOR SHALL, NOTIFY IHL LNGiHLLI, SHOULD ANY CONFLIC I S, OL: DI':CI:LPA.NCIC`_ OCCUR ."dull 111E CON` II:UC iIOrJ (MIN) WiDTH VARIES (MiN) PLAITS A.HD SPECIFiCATiOHS C/O MHARVEY ROAD ARIO UEZ 1102 ARD , , PRIVATE UTILITY NOTES: WATER LINE NOTES PUBLIC & PRIVATE: QFFL ��E7gS)T6910N0506 PRECAST SAFETY 2.00% 77840 ------ �, FAX: 979 693-0207 END TREATMENT, SEE 77 S° ALL DOMESTIC WATER. LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LiHE PIPE HALL BE _ - = A - a . -: `jr , 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL CONSTRUCTED OUT OF C909 (CLASS 200 MATERIAL. GRADE DITCH TO h . , ,� SHALL a ( ) V , _ _ - 2 SCALE,-, TxDOT STANDARD 6 j\/ : .-. �� - a--..^ \<�\�, !z. U C A.. �, APPLICABLE i LOCAL A t� PRIVATE OR PUBLIC T1T1L1TIC� BE iP•1ST,/LLELi itJ F1LEi1 A1C. 0�36UF1G' 1'-3(J' `�,,� ��.\/_, ` .,. - E .., a . �' ' ; . - ' - • , � ° , ��,•'�t . DRAIN, REQUIRED PL_ L,161i 1., CODE ..F1D ALL . PPLi _:.BLE vT-�.TC :.HD L- -- .L L..~!v_. _ Tt1ER P- - ,/ /\ �� DRA , AS SHOULD - DETAIL SHEET PSET SP 1, S , � % . S (� �', / /• Z <- . _ _. _° �ii / : r ! ).: SPECIFICATIONS. ATInrJ SHC,UULC) THESE DRt��,11J4�� AND SPECIFICATIONS DIFFER WITH OTHER ) RrtrrJE THE ;�j\\i�\� \•./ _ N — - - = • . _. ; ,. -•- -� ,Q - a , - --- - \\!\ � ..G4�OF,D>s.tl..E .dITH THE UTILITY C(-r,iP:-tH>• 5 � EC _ � `, 2. THIS PROJECT SHALL BE BUILT Br tvtEriN� OF OPEN CUT EXCEPT AS NOTED ON THE Dhn�.1rIG�. CONTRACTOR TO DETERMINE S[1BhAITTED DATE. APR.. 30, 2007 A (BOTH SIDES) UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF TIIF TWO SHAI I APPLY- e — LOCATIONS OF BORE PIT_, IN FIELD-_LiBJECT TO THE INSPECTOR'S APPRaVAI_. DRAWN BY: R.A.M. — — — — — — — — — — — — — — — — — — '— — — — — — — — — — — :. IT SHALL BE THE RESPC1dSlB1L1T' OF THE CULJTI 'ACTOR TO P FOR JD UB1: IN LL I�;F_QUIRED FEL.3.111 ..HD ILJ` PEC;TIOId CHECKED BY; R.A.M. APPROVALS FOR ALL WORK SHOWN. FIELD BOOK: N/A. PV ES: i•I I/A. �1rYR a. C\, {) C J11 l c ( APPPC)PRIA, - ,.,,,.. ,. , .;•, :i\�./. � _. T�, c:C_.NTRA,C:TOP _HALL C:<>')RritIATE ALi_ 1N-T?Li_'T1.N-. _F _.FE�iC;F_, t_iHF._,, CONDUIT, RIETEP-, ET_... V',1TH THE TE RABDN METCALF ENGINEERING \'i� �i\j:\ \\/�!= \i' UTILITY COMPANY. t' i \\/ ✓ \ �\ �./\/�\\i\\\ \\�\�� i///\�\\i\� \\• REVIEW CLIENT N0. PROJECT N0. DRIVEWAY CULVERT 4. THE, RF'� FOR THE FIRE WATER BACK -FLOW PRE':'EHTOP. SHALL BE LOCATED IN A. SEPARATE `'ULT FROM ,AI1Y METEF: AND ��`s�� — a �j /,,; 2 SUBMIT <: d 208 o V V SEE PLANS FOR TYPE, GRADE, LENGTH & END TREATMENT III-TALLED ; t A CERTIFIED I1ISTALLER. THE UTILITY CONTRACTOR HALL SUBMIT SHC.?P DRA IN OF AULT AND LID FOR F~LvILV;' AND APPROVAL BY THE ENGINEER. JUN 21 200 --- DRIVEWAY CULVERT COLLEGE STATION - N.T.S. �P�'�"a11°}aEEBING «_ SHEET N0. 4 OF 10 COMMERCIAL DRIVEWAY (SEE B/CS DETAIL ST2-03) TIE TO EXSTING PAVEMENT w/#4 DOWELS 0 24" O.C. & THICKENED EDGE 2 o 6" THICK CONCRETE PAVEMENT w/6" G LIME SUBGRADE TELEP'I i(A IC PEDESTAL CONCRETE CURB, TYPE 1A OR 18 - MONOLITHIC 6" RAISED CURB (PER TxDOT STANDARDS) TIE TO EXISTING CURB w/#4 DOWELS © 24" O.C. CONCRETE CURB, TYPE 1 A OR 1 B MONOLITHIC 1 2" 1.P. i 7" THICK CONCRETE PAVEMENT w/6" LIME SUBGRADE IS -- 1 A GREENS WORLD, PHASE ONE LOT 1R - BLOCK ONE `L-16 ACRES 7" THICK CONCRETE PAVEMENT w/6" LIME SUBGRADE CONCRETE CURB, TYPE 1 A OR 1 B MONOLITHIC 6" THICK CONCRETE PAVEMENT w/6" LiME SUBGRADE � W �tJ I a,.. L -I i ! wi H+i (j D.F-F'. ® `( `, : (-. : . i 0:,f_ ? ; w I 1 /?" J.R. -- E - '�� E � 7" THICK CONCRETE -- - PAVEMENT w/6„ C.t�. I E -- - til� --- - ii E ilI -- -- i -- L �. d o .� o o - - - 1 /2" I.R. 15.25 a � {TYPI LIME SUBGRADE=x KIINF'A'S hAf7VICAN J 5TY.7P5)' I C. 0. (TYi)RESTAURANT CONCRETE 1,000 GALLON - - ---; '-4- - --- SIDEWALK -ADJACENT COMMERICAL GREASE TO STRUCTURE w TRAP (BY OTHERS) -�-' _ r. ; -E� W ' E 'sue .YE' ' - l E I G_)V1. TB?vI 41 EI FV.=?F1.RW 4 -- - -T-- y I iCACA �6 i- v G.1. 9" THICK CONCRETE PAVEMENT - - - -. (DUMPSTER) w/6" S 76' 11 24" W - 566.54' LIME SUBGRADE GREENSWAY DEDICATION 1.675 ACRES LIMITS OF - - - - 6" THICK CONCRETE CONCRETE CURB, PAVEMENT w/6" TYPE 1 w FOOTING LIME SUBGRADE HIGH RIDGE SUBDIVISION LOT 2B - BLOCK 1 2.2729 ACRES E �' I - --,1 -LC 15.25' (TYP) LIMITS OF CONCRETE CURB, TYPE 1 w/FOOTING LIMITS OF CONCRETE CURB, TYPE 1 w/FOOTING HIGH RIDGE SUBDIVISION LOT 3 - BLOCK 1 0.3E ACRES C E REFER TO SHEET C3.2 FOR PAVING DETAILS PLIA C JUN ? 1 2GAY�� COLLEGE STATION ENGINEERI G RABON t (Zi 1 IMETCALF ' � - E-Nc,TNT`,_FR1NG POST OFFICE BOX. 9253 COLLEGE STATION, TEXAS 77842 EMAIL: mbon(dinnen,ineerxom ()FFi('F - (979) (9()-t)-129 FAX (979) 690-0329 CLLL - (979) 219-4174 SUBSTANTIALLY COMPLETE ISSUED CONSTRUCTION 6119/ 7 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. 4T� OF Tj_-a11, r r, �......... .._ " A ALF � • ..8583 � PAVING NUIES: }- Li -1. THE PAVEMETIT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF GEOTECHHICAL INVESTIGATION AND RECOMMENDATIONS. D� U DUE lO THE PLASTIC; SOILS VVl_THlf�l THIS AREA. SOME PiiC�dOR .� � Q DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL. MOISTURE VARIATIONS. TtIC C-OtlTRA� TOR `IJh.LL REFER TO TIIC STRJ,!c'TII('..L CtJCItdCCR' PL.%z.N Ft?f SPC<_IFI_r''..TIc=NS FfCx=EC}I1RC`=, A.FID f C(I)II Cf.t t, i,' +il t, C, (,+ - ;, ^ O t' C IT_ F_F TIL C_ILCICI_ FAD. TIC F_LL_,�IH.: _CE:IFic_AT_LIS Ali[) STANDARDS RE FOR THE SITE AND PAVEMENT ONLY. i Q� LL! f- L- 1.3_ OZ 1 �. '�I ILc;RADE: f� 1. EXISTtNG TREES, STUMPS, AND LARGE TREE ROOT SYSTEtdS, SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6 OF TOP SOIL SHALL BE STRIPPED FROM THE Z V / ` Q ARFA` COVFRFD RY THE PROP( FD It,1PR0VFMFhJTS. W O C) t1,� Ljj _ _1 2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE C011TRACTOR SHALL STABIL17E WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF • ■ LLI � m x WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO RFA40`JE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. � _ � C)< N OD 3. M EXCAVATED TEPIA,L EXC TED Oil SITE, EXCLUDING THE TOP 6" MAY BE USED AS A FILL MAFERI,-*;L, UIADEF PAVILME11T ARELIS ONLY. AS LONG AS THE PI la LLSS THAF1 40 AIID THE MATERIAL IS FREE 0 �. � � I- w � FROM TRASH LUMPS, CLODS ORGANIC SUBSTANCE &OTHER FOREIGN MATTER. o Q U) t-- 4. t1 " TCF'I "; , J I` EFJ UNDEF F A �,•'EtAINT TRUCTi fF E rCIt,LCt .TCtIG OF G . `. U .0 _ ° rY A r 'r' - ••.' r •; i^ 01 O _z U i' tJ L ,t' _ �IL_ t�I IH _ L.��. PL.. _Tt-1TY (PI _,) __H 1.L BE-,i.1ILt�ED :.Y III 1YC L 1 ('ORTL'i D ['LtAI_NT (, "PPL� `It:? ".TELY •1,�' BY > � Lj..� Q WEIGHT). �/ p 5. MA.TEPIAI_, USED i HDER ['AVE4,IEiJT STRUT TURFS, 4 OiJSl TIiJC 4?F CLAYE(S P1DS, At'JDY CLAY' AiJD Ci .AY'S t?F Ii1TERt±EI C.u.lE F'L�.SiCCJTY f? P1-2(? SHALL F?F LTAFJ �; �I 4 rti r�- I.I. O m m w � LLB I LI ED b.ITH L(y) L R IC__ ._F a LIME ,AND FLY ASH (APPROXIMATELY 3=" EACH BY WEIGHT). _j/J�� G- MATFRIAl, TISFi1 IIt1DFR PA\/Ft.1FtIT STRIICTURFS, C01JSl TIf1G OF CI AYS (iF HI(�H PLASTICIT't" (PI>20) SHAI I FF STAFII 1 FPj WITH T`cPF A HYDRATED I IMF (APPROYIMATFI Y G": FY �lvFIc�HT). � � L� p w � J Q 0 7. STQBILI7ED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE � OPTiMUM tAOf STURE Cdf1TEHT AND COMPACTED TO A: UNIFORIA DENSITY OF 95% OF THE MAX`IMUM DRY DENITY AS DFTERMINED BY ,ASTM D698. LL. O (n Z p w w 8. COMPACTION TESTS, FOR FILL, SHALT_ BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA). ' rUJI elf 9. STADILI=ED 1Ar'=.TERIAL SHOULD TLC} BE ROTARY TLLED TO F'F:c',`,•, , I"s.., tit- t it L ! t . „ GRAD ^ , t _ .� ICC r. H_1.1_ _ENC_ _ _ MI.-,3_RE THAT t,tEET THE _I;AD TI_N RLQUIREIv1E11T SPECIFIED III THE Tr*DOT, (JUiIE "1, 2VV4) '_T,%,1IIDA..F:D SPECIFICATIONS FOR CONSTRUCTION AIJD MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIb1E TREATMENT AND I1CM 140. 265 FOR FLY ASH. 10 THE .l_IB(',PADL ,HALL LE t.TABILi'ED TWO F-001 2' PEY0 tID THE LACK OF Ct1PP OP EDGE OF f)A`,/EfAFNT JIHiCHtVFR IS: >=PEATF if'. L; Cl WI17: c. C. - c c ( ) P, _tJt_E_THERdaJ-F =PF IFIED LY .-,1F?tCTEP REr�J_iihEf,AEf1T_.. 11. C01:1PACTION TEST, FOR STABILIZED MATERIA.L. SHALL BE VERIFIED L?Y Ill -PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SULFT. OF FILL AREA). B. PORTLAND CEMEHT CONCRETE: CLIEN1 RIFORMATION 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. NINFA'S MEXICAN RESTAURANT c/o MARiO RODRIGUEZ 2. ALL _ONCRETE SI IALL BC PR'OPCRLY 'VIBRATED '�'xI iEiJ PLACED AND NOT R. I CD A DISTANCE GREATER THAN TEN (10) FEET. 1 102 HARVEY ROAD 3. THE COPITRACTOR SHALL FOLLOW THE GENERALINTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT EXCEED 15' INANY DIRECTION TO A,hJOTHER JOINT OR EDGE OF PAVEMENT,COLLEGE STATION, TX 77840 OFF: (979) 693-0506 C:r�tJTF:C�L JOIN -PS, SHALL BE CUT EET 'b�`EEt=1 4 AND 'IS HOUR`_ AFTER PL-.LEt:1Et1T OFCC'I•ICRETE %,.t1D t:1��,Y BE _L1E`_•TITUTCD WITHC:OPJ'_TFLIr:TIL>tl JC�ItJTr:. FAX: (979) 693-0207 4. E'^F AN-1ION JOIIITS SHALL NOT EXCEED A MAXIMUM SPACING OF 120' AND SHOULD NOT BE PLACED THROUGH THE 1`vtIDDLE OF AREA INLFT OR JUNCTION BOXES LOCATED IN THE P.AVEIAENT. ALL ARf -t; iiJl F TS hF? JtlhJ{'TIOtJ RO' E S, ! nr ATF t? 1hl PD,VFtAF:hIT ARE.A.S. SHALL PF tiJ T! i J FD WITH i ,Ol A n' .Jn d J 1 1 j r :, FILET I ^h1E: >J-96F`1:'1 G SG;11.F; 1 "=3U' t1 ,ii -t lllT-- PE t�.F`FII THE _.T'_. T JRt AfIT THE PA Ft:1FI,1T. I s. All JOINTS SHAI. 1 BE SEALED WITH SONOBORhJ Oh'.IOI a;'Tr.. °'4 1, OR APPROVED FOUIVALFNT. SUBMITTED DATE: APR. 30, 2007 DRAWN BY: R.A.Mv 6. AS FAR AS PRACTCA,L, THE CONTRACTOR SHALL ALiG,I ALL SIDEWALK JOiNTS WITH CURB AND PAVEMENT JOINTS. CHECKED -BY: R..A_t,1. _ CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50T AND FALLING OR 95T OP, HIGHER.. CONCP,ETE MAY BE PLACED 1F THE AIR, TEMPERATURE I� 40 F F:P,D P.I�ItI� OP. LESS THAN FIELD 1300K: AI �G. P� ES: t! �A. 7. r c c, r c � F. RABON METCALF ENGINEERING C. STEEL_ CLIENT NO. PROJECT NO. 1. ALL PFINFOP(`IN(3 _> IEEL SHALL ESE DEFUR1v1FD HILLE0 STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT LE'S THAN 4i7 K` 1 CONFORMINt; TO A'SITM 615, GRADE 40. 208 0296 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL SPLICES: IN PAVEMEIII AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", WHICHEVER IS URE.ATER. - 4. CONCRETE COVERAGE FOR THE REINFO'CiI`IG STEEL SHALL COMPLY `v'ITN TI-!E A..C.1_ CODE. LATEST EDITION. -FILL STEEL SH".LI. HAVE A t:tiNlt:1Uk1 111" C'LEAP.AtICE :•";"TIT THE SOIL. SHEET N0. 5 OF 10 1 /8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) 1 i i` 20' PUBLIC v ' APPRO .1;1.TE U IILI I Y LASFMLMI ( N OF 11 ' '2 ''O 'I 1 �' UI'1DERGR0UHD ELECTRIC i kp APPROXIMATE q LOCATION OF A.TPAOS I., , CAS LiNE- CITY OF COLLEGE - _...------- i- ; TATION 20' SrIIITARY 5ENER EASEMENT 3y91/101 n i iU PPRv ilviATE (AS DEPICTED IN FLAT) 11UH Of nFF'RU 1h1 TE I j tr}QERGROUND LOcarloN OF 18 DIP I -4 i , TELEPHONE GREENS WORLD, PHASE ONE PUBI_I� w..Ttr H1'IE-,. l i LOT 1R - BLOCK ONE t l; { I I 25' PRIVATE 01-IT �� r'( F+� F }S� +F _IT 1-2" DOMESTIC METER , . + . _ . _ _, i '+` '+' 1-1 1 /2" IRRIGATION METER +++y+++++++++++++++ ++++++++++++ +. }A { + ++++++++++a-++t + a(+,+l il-�+}:=+`tJ+ ++++ + +++ +++ +++ ;++++++++++ +++i i + + + +� + t + }+C° + +�+ 1+ # + + + r + + + + + + + + r + + + + + + ; t + + +++ +++ ++++++ + + + ++++++++ + +++ + + t + + + + + + + + } + + + ++++ + +++ + ++t + + + + + + + +++ + + (TAPS PROVIDED BY Cob) + + + + +++++++ + , + + t 4 + ay �y tom; f ++. +}+ + +y+ +y 4�a # +++ +++++ + + + 4 + 4 + + + + t + a ♦ # # # + + + # + 4\ y; l �4 i y y `� y y a y y y a y y y y a; y a+ y y }++t+taffy++i++ + + t}+yt++y+yi t + + ±1. + t +++ + t f t P +yt + is++++++t +yt i + 4 + i + + + iy4y+ + + + + } t + +a ++ + J 4 ; ;. J 4 + 4 4 4 + J ; + ; + J # + J + f # ; ; J + + + + # J Ia 4 + ♦ ; J + + + + 4++a 4++++ + +y++4 +++++}+4't+ 1 + ; +{+ + J 4 + } ++# +++++ + + + + t + + +++a#�i + ++ +#J;4+ +#4++i+ 4rt+ + f++++;+;#;+ +J4 f�+ +#+;+J+ J ++}++ +++++ ++JV� +J++4 + J #++ ++J;+a+ t+t + +- k+i�, ` {( i Y ++++ ++a +++ 41# - 1{+ iai +7-iTT�+#+tT�iT�+ ++++---�-��++ �i-i+f#I+i#+ i++ + + J + + + + ;4J +4#4+++++++ Jt+++#l+i++ -f -i Jt+a+++++t+i+t++##+++ + +t+t+t +++ + + + -1t+t \#++++ 1+1++#+++++a++#+#a+ ++++ +# f \ } 1 + i++ t+}+tit+.a*+t4 t+t t+} } + + + ++ } f f + ++++.a} ♦ + r f- . } 1 + + 4+++t + } ++++}+ 4 ++ } } } } } f + + fai } f f +^ 1+f'�" I_R. +++ 1 + + . + + + + . + + + + + + t t t 4 ♦ r+ ♦ + + + + + i + . + + + + . . + + + i 1++ + + + + + + 1 + + + 1 # + t + + + + + + + 1 + {,:dd+ s + + ; + + +}+'y'+f 6 + +4r++ + ++ ++++ ++++ + + + + + + + + + + + s ��+ lw+ LZn i �+ + +.i + s + + + +++ _.-Z': L +t a #�i+. + ��+1 i+ ++mot- '��++ + a + + + + a + + + + + t a + a + + + PROPOSED PUBLIC + + + . + + . + . + 11 K WATER LINE "W1" e.l. \` f 1 V }"�rQ.k.u9a 11 dV I i Qt Lp +++++ W -- W - - w -- W -- W -- W - W -- W -- --- II + + ++ +,++• 1 'xf�_ix. I � � +++ r +++++++++t+++�+t T i }+ t . t+ t + i, + + + + t + tk ++ -1J 1 ;-K , - J_ ..+- - - - - - - - - - - - - - - - - - - - - + p �+ +++++++++++++++++++++++t+++i + i 6' r,1A ++t+ + } �� S1 WALK l t '+ + + �FLOODVvAY B.F.P. & �� + +'+ . .+. .+.+.+.+.+. . .+++.+.++ . + + + f LiP41T 0' TFPIPOP,." P.Y UTILITY [� +++'+ + +`+++`+++++ +++++++++ + + + _ _ POPY GHFt K VALVE + i 11 - +ii+T+^+?+ =�i + EAvLP�ENI (1201%£a5) y Y+ + + + + LLEt TF1(`"L TRANSFORMER-� � � C.Q. - - - - C.O. - - - � � �ji++ +«.�. . N + + j 0 ++ ' _ N I N F'A'S M EI CAN --. =+ �:..A� 0 ��- p '37� �4 p RESTAURANT .,..+: C.O. 00 8' HIGH SCREENING t + + + GALLON COMMERICAL WALL FOR CONCRETE Ii 1 �-EXISTING PUBLIC 21" yea++++ (' �f UNDERGROUND GREASE TRAP DUMPSTER PAD & GREENS 44 ,� vGr SANITARY sF>rrER ca .'.; PROPOSED SERVICE YARD EENS WORLD, PHASE ONE ll -� 1.Lr_'PE �' ;+; ; ELECTRIC _ LOT 2R -BLOCK ONE , I K��S+i*+++ TELEPI liltJE- _-_-ue- - u�= P' ' PEDESTALi r i. t + _- y. it ....: +.. .. ....-«-„ �.'. .-...,.....-... ... ..y,..-.., .--._...... .....r... .....r.. - ........«.....«., .. - =- _ -. mow;.. -. _ _ .: __ -.•- s- :ca,.. _-.rf... _ _ } fi HATCH LEGEND - SOLID SOD AREAS (TIF 419) SEEDED AREAS RABON a n METCALF ENc,m_F-,1-',RTNCi POST OFFICE• BOX 9253 COLLEGE STATION, TEXAS 77,842 EMAiL: mbonfcirmeng-meerxom 0FFiCF - (9.79) 690-0129 FAX- (979) 690-03'9 CELL - (979) `' 19-4174 SUBSTANTIALLY' - COMPLETE ISSUED FOR � _ 6119107 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. / * \\ \§'x4' BOXCULVERT , TBP.I #1 ` S 76" 11' 24" W - 566.54' - - - - - - - - - - i �� -{ r F 'L f ,^,) 5r;.t),I,' _ _ FLEV.- 1..F�' GREENSWAY DEDICATION �\ t �� 4 • 88FR s ' REVIEWED FOR \F/L (t}'j \ E)=^56.40' `� 1.675 ACRE ? 1r Iy - - COMPLIANCE Jj, �a11 1 NFL i PROPOSED L-\!ARI'FI F .WIDTH - 0 ,�E,A, FL ODPL�rrl LIIA T � HIGH RIDGE SUBDIVISION u,. 1 _ r L -_ t '•s , 7 UNDERGROUND DR ITIAGE EASEMENT FFMA LO P-F CASE NO. 06-06-BB40A JUN 2 2 2007 � `., TELEPHONE &CABLE (7543 U4) DATFD AUGUST g, 2006 LOT 3 -BLOCK 1 ti9\H. ACRES COLLEGE STATION ��\ HIGH RIDGE SUBDIVISION '--� ` DEVELOEW SERViCES LOT 2B - BLOCK 1 \ 2_272-3 ACRES \ LANDSCAPE SCHEDULE SYMBOL NO. OF PLANTS SIZE BOTANICAL NAME COMMON NAME TYPE NOTES POINTS ,. 6 2.1" TO 3.4" QUERCUS WATER CANOPY 30 GALLON CALIPER NIGRA OAK TREE (150 PNTS.) 900 5 2.1" TO 3.4" PISTACiA CHINESE CANOPY 30 GALLON 750 CALIPER CHINENSIS PiSTACHE TREE (150 PNTS.) > 1.25" LAGERSTROEMI CREPE NON -CANOPY 15 GALLON 24 CALIPER 1NDICA MYRTLE TREE (40 PNTS.) 960 ILEX DWARF O 17 5 GALLON CORNUTA BURFORD SHRUB (10 PNTS.) 170 BURFORDi-NANA HOLLY 31 10 GALLON ILEX CORNUTA BURFORD SHRUB 3' MIN. HEIGHT 310 BURFORDi-NANA HOLLY (10 PNTS.) nI '1�41t),ORi - SPECIFIED ONE' PL�Ns (` T NEW TOPSOIL 6" THICK (MiN.) SHRUB PLANTING N. T. S. TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT SLIPPING OF RUBBER 1 ---- 2. PLANT SO THAT TOP OF ROOT THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1 "0 RUBBER HOSE PiNE BARK MULCH 2%2%8" PINE STAKES �2" THICK (MIN.) OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCT- FINISH 2" THICK (MIN.) GRADE r-. z LV NEW TOPSOIL w/FERTILIZER 8" DEEP (MiN.) TREE PLANTING N.T.S. LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: PHASE AREA=1.70 acres S.H. 6 FRONTAGE RD. - FREEWAY @ 25' SPC: 1.70 acres = 75,502 sgft. 0 30 pnts./1000 sqft.: 142' (FRONTAGE) - 25' (VISIBILITY TRIANGLE) (75,502/1000 x 30) = 2,265 pnts. (142-25) L.F. FRONTAGE/25 = 4.7 TREES REQUIRED = 5 TREES ADDITIONAL STREETSCAPE: PROVIDED = 5.5 TREES EARL RUDDER FRWY - SH No. 6: (4 CANOPY & 3 NON -CANOPY) 300 pnts./50 L.F. of frontage: 141.76' (Frontage)-25' (Visibility Triangle) (300 x (142-25)/50) = 702 pnts. CANOPY REQUIREMENTS: 50% CANOPY TREES: (2,967 x 507.) = 1,484 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 2,967 pnts. REQUIRED = 1,484 Ants. TOTAL LANDSCAPE POINTS PROVIDED = 3,090 pnts. PROVIDED = 1,650 Ants, K SLEEVING LOCATION PLACE BOLT IN CURB /3/8"x2" GALVANIZED IF NO SIDEWALK IS SPECIFIED CARRIAGE BOLT EXTEND SLEEVING 24" (MIN.) fT BEYOND PAVEMENT &SEAL, CO CO z �� d a �, TAPE OPENING ( BOTH ENDS) ��'�� ` ��/��\//��/`' SLEEVING (SEE PLANS FOR SIZE & TYPE) IRRIGATION SLEE\/ING N.T.S. IRRIGATION NOTES: }-LLJ Q Q U 1. Art IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL tJEW PLAt,ITED AND LANDSCAPED AREAS. Q 0 2'. TrIL Ir.RI( aTIiiKJ SYSTCM P1I,I.;T BE PROTECTED BY EITHER H f f E SAFE '4-ACHI_Ii�1 BRIAKC?, A REDUC-'Fn PRF.^:SURF PRINC-IPLC [,ICI; W T FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. � � W � w 3. BACK " + 1 = IN - ,TAILED A ATiON .A PER CITY ORDINANCE ?31?4, Z �- � ,� O 00 ALL E(: Cl: FLOW DEVICES f, i_.T,T E?E III_ T, LLED AND TESTED I_IPON 1T1 IT'LL d 4. INSTA.LLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A :z� � O 1C � X MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. Of 0 > i- W W �-- com z 5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CcCS - CERTIFICATION OF OCCUPANCY.w Q ct z F,_Z Q F4 ;. THE r:nt�T'=�hr,TC!R'S IRP,IrATOR �Hni 1 �,1iPP.,11T A1.1 tRRiC"�TInPi P1 AN TO THL O'A:JId1=P FOR. PFf1E\"j !sifil !�,PPRn !Ai . THE iPRI(ATI(�rh-1 � � � =) V � OD Ff- PLA.t1 SHALL. DEP,tOr15TRliTE THAT THE IRRIGATION SY STEP:1 WiLL SUFFICIENTLY .SUPPLY AL1_ WATER iIEEDS TO THE NEWLY PLANTED � f p- (IfI ANDS('APINf' AP -ID m%om-In rOVFR AND MEET At_I INITIA,I WATFRINC NFFn, FOR VIABI F FSTARI ISHk4FNT AND GROWTH OF PI ANTR-In, C) C� U J 4 � ION LANDSCAPING NOTES: Q X (� w �' of d J m W z� Z�0< 1. THE LANDSCAPE PLAid PRESENILD WAS PRLPARRED BY RABON MLICALF ENGINEERINU (RME). RME IS HLIiHLR A LICLNSLD LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOP, THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION _j W IL (CoCS) UHflED DE -ELOPF.'IEr1T ORDIrI:A.I•ls_E At -ID OBTAR-1 DEVELOPMENT PERt:41TS, ANY CHA,DICES IN,i r DF TO THIS PLAN SHALL BE v f � JUCiIY1I7ICD TO 74IE CoI.J UCVCLOF'10LNT SCFRdIGES DLFrFtTGtI=t°I( FOR f<,E,IEvav41D r,PrRUvHL. N c- L. 100% f (r FRK�c1F OF ROHI-,ID (_10vCF' DECORATi' E PAVING, DEG ORATI F ROC, ,, OR A PCREtJKdiAL L_'RAS`7 IS REQUIRED IN PARKING � N LOT ISLANDS, _fiELL`; -*TID DF,.L1i1 GE .IRE.AS, THE F4.RK]MC LOT SET BACK. r.I0IIT-OF \r'P:Y, A,11D D_1ACE11T PROPERTY DiC.T11RBED Z � z DURING CONSTRUCTION. w � r � 3. ANY ..DJ.=CPr11 PROPER AND RIGHT-- OF Vil-v--1 DISTURBED ❑URJrIG CoNS1RUCTiON WILL BE RETURNED TO ITS EXISTIr C C:ONDiTIONS U OI i BL i f Eli. 4. ''LL CONSTRUCTION DEBRIS `_:HA 1 1_ RF RF1,IO`.'LD FROM THE, P1:OPOSLD PARKING ISI ANDS PRIOR 10 PL ACEMCNT OF TOPSOIL NJD PLANTIPIG, IFICLUDi14G CONCRETi, i'_IPIKALT, LIPYLESTOIJE BASE P,•'AIERIAL, OR COMPACTED SI: LsiL.IaFD EARTH. 5. THE CR&MN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACEi-IT SOIL. 6. THE CONTRACTOR SHALL BE RFSPOTISiRI f FOR REMOVING OR ADDiNG TOP SQI1 , AS NEEDED, FOR THE iNCLUSi0H OF THE SOiL CLIENT INFORMATION A!AFNnMFNT"', As NFFnFn, IN THE PRFPARFn GRnImn (OVER RFD"'. NINFA'S MEXICAN RESTAURANT c/o MARIO RODRIGUEZ 7. ALL SINXE TRUNK TREES ARE TO BE STAKED; HOSE AND CUY WIRES OVERLAPPED. 1102 HARVEY ROAD 8. COVFR ARE I q TO HF PI AA HTFI_l WITH 7" APPR. Fn OrGANiC t.:IATTFR, ?" PINE BARK MUI CH, ANF! 13-13-1 7� FFRTItCOLLEGE STATION, TX 77840_I7FR AT THE OFF: 97 - ( 9) 693 0506 RATE C; L>5.;'1(a0t,l I. iK DLD AI;L.;. FAX: (979) 693-0207 9. ALL DISTURBED AREAS. NOT DESIGNATED TO BE BLOCK SODDED. SHALL BE SEEDED V,1TH EITHER BERMUDA (2 LEIS •�1.000 SO.FT.) - � - , -, � •-, i , i , ,� _ - _ -. _ 1-1LLtIA,i;tE: 029E�LP16 ,SCALE: 1 "-30' FROL4 t.t.-.RCH 15 TO SEPTEIJI6EF, 15 OR BEr3.iJD ^1_,_ YE GR;-,SS tv1C< (21 LBS; 5 LBS. PER 1,000 S--Q.FT._) FRUP.1 SLPILLIBER 16 TO ta.IRCH 14. SUBMITTED DATE: APR. 30, 200 DRAWN BY: RAktit. in. PP1(�P. Tf11=.I1l.NcF OF A, CERTiFI!aTE OF (vc:.r:I1PA11r.Y AEI. 1ANE�-5;C- Pttlr `;HALL PF tN TALLEn. ---- CHECKCED BY: R.A.M. FIELD POOK: tt /A PAGES: 1I/t RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 208 - 0296 SHEET N0. 6 OF 10 71 APPRO. !MAT( LqCAT1I I ON TE EPHONE �: A PFR OV I fv1,4 TE �P PR 0 ' -'11,1 f ATE L�OLATIOI,f OF LOCATION OF GAS k 'fpitt�T_mr LINE ELLC rkl(, APPrkOXIMATE LOCATION OF 18" DIP PUB6C WATER LIHE—_1 M I I.P. M 0 Lo WALK STA. 0+00.00* WATER LINE "Wl" 18" jj I 11CAUTION! 1 TIE INTO EXISTING UNDERGROUND ELEC 18" DIP WATER LINE PROVIDE NOTICE TO 1-18"x 8" (MJ) COMPANY PRIOR TO TAPPING VALVE & cri k 1 EXCAVATION & EXC SLEEVE WITH EXTREME CAU' PROPOSED CONDUIT, RE--. (11 DRAWINGS V �Al"ISF- M FR A \TELETH I�ED E-CTAL 0 ROX _RT ' I F/L (W)-256.91'_J 1f/L (E)=2_'63.401 271 rmr^x_0_1 name-i P. P4 _0if 0— + 0 Ltj Z -7 Ld 262 wi S--A.---,0+08.---WAI'Ef'L--Li�4E--I"I -APPROXIMATE LOCATION OF— EXtSTING TEt_ErHO.rIELIl`4E S-A. -0+12: WATER LINE "WI" \,,IA7E- LO—CATT 259 256 253 250 247 1 244 0+00. BENCHMARK NOTES: PROJECT BENCHMARK: BRIDGE DECK OF PRIVATE ROAD BRIDE, CROSSING CARTERS CREEK, LOCATED APPROXIMATELY 500 LINEAR FEET NORTH AND GREENS WORLD, PHASEONE UPSTREAM OF CARTERS CREEK LOT 1R - BLOCK ONE ELEV. = 262.40' 1.4G C, R ES TBM #1: SQUARE CHISELED IN NE CORNER OF HEADWALL FOR 6'x4' BOX CULVERT LOCATED NEAR THE SW CORNER OF THE SUBJECT TRACT. v ELEV. = 261.80' STA. 2+09.75: WATER LINE "Wl" 2 1/2- TAP FOR DOMESTIC LINE w/2" WATER METER 2" TAP FOR IRRIGATION LINE w/1 1/2- WATER METER 3" PVC (C909, CLASS 200) STA. 2+18.66: WATER LINE "Wl" PUBLIC WATER LINE "Wl' 1-8"x6" (MJ) TEE ISO. 1-8"x6" (MJ) REDUCER 1-6- (MJ) GATE VALVE & BOX N 76* 06' 0 E 507.12 1-STANDARD FIRE HYDRANT 1-6" (MJ) ISOLATION VALVE I i-00 w/AMPRO USE (LL562) LOCKING LID 11 76-10� 00-"-F —B, P, & CHECK 6" PVC PRIVATE SANITARY /�IAL`vf VAUl T SEWER LINE, REF. UTILITY \L PROPOSED]15DRAWINGS TILITY C.O. ATE C. N. C.O. NE ' t4 NINFA S MEXICAN I kESTAI� ro - I L 00 1 1,000 GALLON RANT I _ (,7 COMMERCIAL GREASE F. F. =_Z6 3- 5 0' TRAP (BY OTHERS) GREENS WORLD, PHASE ONE LOT 2R - BLOCK ONE 1.170 ACRES uE__ -UF-- J =4 S 76- 1124 7V 56 6. 5 4 --E,LE, 61'8' GREENSWAY DEDICATION 58— —257--- 2 5 VAI-,'IAt3LL WIDTH HIGH-RIDA3E -SUBDLVfSIO AGE- E#f�EM Eff— N_ 100- YEA - R FLOODPLAIN LIMIT -(-754374984) LOT 2B BLOCK 1 FEMA LOPR.-F CASE 1-10. 06-09--BB40A ACRES DATED AUGUST- 8, 4006 %All " WATER LINE " TV — PLAN VIEW STA. 0+00 to END SCALE: 1"=30' HICAUTIONH UNDERGROUND ELECTRIC. PROVIDE NOTICE TO UTILITY COMPANY PRIOR TO EXCAVATION & EXCAVATE WITH EXTREME CAUTION. 0+50 z < L-i Uj_ -I- � .., - — :j 0 bi-9; < 0 < 00 + C-4 + )PC-4 x x 00 00 QD 0 U) C14 3 C14 --- — - ------ 0 B" PVC (C909, CLASS 200) PUBLIC WATER LINE "Wl" I 1+00 1+50 2+00 2+50 3+00 3+50. WATER LINE 'W" PROFILE VIEW STA. 0+00 to END HORZ: 1"=30' VERT. 1"=3' 271 • 265 262 259 256 1 253 250 247 244 NOTESGENERAL UTILITY (PRIVATE & RABON -j I. THE (_-()HTR.A.,,_-TOR SHALL PROMPTLY NOTIFY THE ELICIHEER OF ANY DISCREPANCIES BETWEEN THESE PL.AH- AILD OTHEr rntiSTRUCTICH OF DIFFERITIr Dl-1CI:PLIH1S SPECIFIC�ATIOHS. j M F.TCALF 2. THE COLITRACLOR 13 SFECIFICALLY CAUTIONED THAT THE LOCATION AND/ON ELEVATION OF THE E'XISTING UTILITIES A3 SliOWLJ 01-1 THE3E CONSTRUCT110H FLAH:� 13 BASED GH RECORDS OF THE VARIOUS UTILITY -OMPAHIF- AND, POS-SIFLE, Iv1EAFUPEfAFrITs- TI-KEN ITT TIIF FIFLD. THE IHF0Pf,.`11-'TIC)H IS HOT TO 13F PEIIF_D UPOH AS BF-IrIG F�-'IAC-1 OP COf,,1PlLTE. ITT-, THE C0HTR,-.CTOl7- RESPOH-11B1111Y TO 1-Vv'OID '-'Il ENC7jNFFRfNCT -XISTING UTILITIES AND REPAIR ANY DAMAGED LINLS, AT HIS OWN EXPENSE, WIIETHLP THE UTILITY IS SHOWH ON THL PLANS OR HOT. TILL CONTRACTOR SHALL HOTIFY THE APPROPRIATE UTILITY COMPANY 48 AOLIR�_ PRIOR TO ANY EXCAVATION. TH[ C011TRACTOR '-'HALL ALSO NOTIFY T111- ENGINEER IF DESIGN CIIAHG[S NEED TO BC MADE IN THE FIELD. POST OFFICE BOX 9253 COLLEGI, STATION, TEXAS 77R42 �grj !&t, EMAIL: It, FJEQEN: rA&TIOabon(dymengineer.com TFYAS OLIF CALL- 800-2_45-4545 _nNF STAR ONE ,ALL.: (800) F,611 R344 OFI:[('F - ('9779) 690-0329 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 3�14-8377 17AX -oCS: ELECTRICAL DIVISION - (9-79) 1 _764-3660 (979) 690-0329 CELL - (979) 219-4174 WATER & �,F\NFR 01\11',IFIN - - 0714) 7F.4-3435 VFRIZOH: JIM SURVA111T - (979) 821-4300 /,TMIDI FNEPOY: KIM23FIRLY WINN - (979) 774-2506 -yvnN-I`;1ORIIF-, MIF'HAF1 HLLJ1A - _172P (281) 591 SUDDEN-LINK: MIKE LAVENDER -- (979) 846 -2229 3, CO1.1-TRACTOR TO VERIFY ALL UNDERG-RO11ND UTILITIES IN THE FIELD PRIOR TO COIItiTRHCTION. 4. THE COl`,,JTRACTOR SHAH RE RFSPOrISIRI-F FOR THE PROTFCTION OF All EXISTING UTLITIF9 OR SERVICE IINFF3 THAT ARE CROS19FD OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES DR SER14CE Llrll:.j ARL CUT, BROKLN, OR DAMACLID, THL CONINAGIOR SHALL RLPAIR OR RLPLACL _JH[ UJILITILS OR !�ERVICE LINL W1111 JILL S-AME FYPE OF f.IIAILRIAL AND C--(_)N-71IRIJCJl()N OR BLIULN; THIS ,,4ATFPIAI AND WORK SHALL PF Al [HF CONTRACTOR'S OWH f`X'PFl`,JSF_ 5. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TE;'AS LAWS CONCER1111IG E'.1CAVATION. 5. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT 0.1110 WILL JvIAKE 111E CHANGES ON THL ORIGINAL IRACIHGS, LABELING EACH !,IILET IN THE SET AS "RECORD DRAWINGS,", AND RLTURNIHC SAME TO THE CITY ErICINF-ER, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF - A -e T INJURIES, DURIHG AND AFTER WORKING HOUR'S, UNTIL PROJECT COMPLETION, AATER'IAL'_, ItI SAFE AfID WORKMANLIKE MAHHER Vu PREVENT S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. w Q, ALI E.,(-AVATIOFI FOP I_JfIDEPCPO!JHD HTIfITIES SHALL BE J`,jADF TRUE TO CRADF, F-.(-AVATION !z�HAII OF SlY fl`,JCHFS RFLOW THF RE(jl_JfPED (7PADF AND PROVIDE A SAN ) E_ FOR THE BE MADF A t. - E B D DIPiNG. BACKFILL OVER PIPRIG SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS 10 THE DENSITY OF THE ADJACENT UNDISTURBED EARTH :)R TO 95`/� STANDARD PROCTOR DENSITY (ASTM D69B), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT AICCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER ELETI A E APPI ICARI F SAFETY rnn17q ANDS�TALInAfz-r)-,. SU13STAA m A LL Y 10. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES, WHERE UTILITY LINES EXTENDS UNDER PAVEMENT, THE BURY OR COVER SHALT. BE MEASURED FROM THE BOTTOM OF THE COMPLETE STRUCTURE. MINIMUM BURY, UNLESS SPECIFIED, IS 421. 11. UTILITY INSTALLATIONS IN NOH-STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING REOUIREfv1ENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS. WALKS, ETC...) THE UTILITIES ISSUED FOR FsHALI BE RACKFfl_LFD WITH CFMFHT cSTARIL-1-17D ISAND. C 06114 S "I'll U C T lu" 14 12. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY COH171 ICT. 6119107 13, THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. CONSTRUCTION DRAWINGS ELECTRICAL CONDUIT, WATER SERVICES, ETC_)' ISSUED PRIOR TO THIS DATE ARE REPLACED BY 14. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS, THIS SET & SHOULD NOT 1,5� IFIL LOAD111G, kFJD UNLOADING 01- ALL PIPL i011) 011][R' ACCESI-501FIFS SIY,,LL f3l IN A(_,COR'DALJCI WITH THI IAALJIJFAGTIJRER'5 l`NACII(-,FS ALID, 5HAtl_ AT AILL JIME- HE. PFRF(_)f'IvIFD WIIH CARL TO BE USED FOR AVOID ANY DAMAGE TO THE MATERIAL. THE CONFRACTUR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. CONSTRUCTION. IF,. rnHIP,A,rTOR -H,'Ll- BE FEzpntl'IBLE FOR COORDItL`%TlHG ALL CIDLIHEC11911- TO PUBLIC �Y-_lELV7 AHD IH'-TALL1AqTI0H- WITH FE('011 A,10,RY IH-.PErT(_-)R. Z 17. CONTRACTOR SHALL MARK ALL -SERVICE LEADS WITH PVC PIPE BURIED A M1141MUM OF 3' It-ITO THE GROUND AND COLOR COORDINATED. . ....... .. .. . . .. ... . PUBLIC UTILITY NOTES: 010 A. GENERAL: 1, THE 1007 B/CS UNITED TECHNICAL SPECIFICATIONS FOR WATER SEWER CONSI2UC11ON "HILL GOVLRH ON THIS PROJECT FOR ALI-- PUBLIC UTILITY It,4pRnVE[1C1ITS. IT SliALL 13E THE RESPONSIBILITY OF THE C014TRACTOR TO PERFORM ALL TESTS GONTAIIJED THEREII,J, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SIFICAILD ANY CONFLICTS OR DISCREF.A.14CIES OCCUR 'v`VITH THE CONc"TRUG11011 PLAHS AND SPECIFICATIONS. 7. TIll_ CITY OF ST.PT1011 I.A.,111 RF0UlrF THE Tl-"Tlll(', OF FOP �Adl_ BACKFI11.111 TRFNCIlFS FOR PURIII� 'AAT17r, SFV.,FR AIAD DRAII-JAG17 L1111711 IF THE COL1P,,`,,CTIOH TF!�T'1H(_.Y,,1 Tl-ll",TTHF SPECIFICATIONS ARE NOT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATIONS. 3, CHT QHFFT_Q FOP ALL NECFSQAPY 11TILIIIES, SHALL PF PROVIDITT). BY THE CONTFACTOr, AS THEY RECOME AVAILABLE PPIOP TO (,nNsTPl.JCTInf--j OF THE WORK COVERED BY THE CHTSHEET . ALT. U - I TTF TO S D S PH D THE CITY'S ENGINEERING INSPECTOR. ij LLJ 4. IPILV',H HACKHII (titill-SS z CJ (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACKFiLL SHALL BE CEMENT STABILIZ.ED SAND BEDDING AND SHALL BE COMPACTED IH LIFTS NOT GREATER 0 < THAN 15". FINAL BACKFILL --HALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B --OILS AND SHALL BE COMPACTED IN MAXIMUM 81" LIFTS TO A DENSITY OF HOT LESS THAN 95-� OF STANDARD MAXIMUM � 0 nFHOITY A1:1 DFTFPk1Il`TFf) llqlrl(' Al��Tt,4 P Al A k4OJ1'.fJiF,3F roriif PIT Of- n% 10 4% Of- 01171�,,VJM �AOII�TIJPF. DFH1',IfY IT "'NHOIIID Hl PrRfORK11D AT I FAI;J F`,.ff_PY '?00 IINFIAP FfFI_ I OP I VFPY 10,W) ('-') Il` FI LIJ X OF FILL AT LOCATIO1 S SPECIFIED BY THE ENGINEERING itISPECTOR. TEST SHOULD BE PERFORMED IH THE INSPECTORS PRESENCE UNLESS; DIRECTED OTHERWISE BY THE 11,1SPECTOP. LLJ Llj (B) IN AREAS NOT UNDER STPUCTUFE'_'-, BACKFILL 1.1AY BE FINELY DIVIDED EXCAVATION LIATERIAL. AND SHALL BE COMPACTED IN MAXIMiJ11.1 LIFTS TO A DENSITY OF NOT LESS TITAN 90% OF STANDARD w z 00 HAVIlvit-9-A DENSITY AS DFFER!v1IHFP L19MG, 4STM D-kq8 AT A MuISTURF COLITFNT OF 0"" TO 4",.', OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD RE PERFORMED,AT LEAST Ex,,FRY 200 LIHEAR 0. FEET FOR EVFRY Z z 0 I < TWO (2) FEET OF FILL AT LOCA_nONS SPECIFIED BY 'FILE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR S PRESENCE UNLESS DIRECTED OTHERWISE BY THE: INS'PECTOR. < < 0 > X C b. ONIRAC'IC)k' 1�;HALL 11-PSIALL J`vjLjAL LO(AIOP JAPL 24' BELOW 1`11,11"Ill-D G*PIAIDE ALL PV(_' ULIN 4-0 JILILY 0 0 0 LLJ LLJ > -j fy Ld D 6 THIS PROJECT: m QL (f) THE Bil S 11NIFtED 'STAHDARD DETAILS LISTED BELOW ARE ISSUED FOR ppn W - STANDARD WATFR, DFTAIIS dkb C) C14 0 < Z) V) O LL, 0 B;--WATER,.- LL_ 0 of 1. Al L WATER LIHE FITTINGS AND SPECIALS 5HAI. 11 BE MECHANICAL JOIHT. DUCTII-F IROH, CLAS5 350, WITH STAIHLFSS STEEL HUTS AND ROLTS, UNLESS OTHERWISE SPECIFIED. + I < (n •LU 0 0 x w 0 N 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT OF PIPE. DEFLECTION SHALL BE ALONG THE PIPE AND NOT AT JOINTS. uj Z ty < = M UJ 0 < cl� F- Cf) V) Ld 0 orf 4< r 0 Ld LL_ C) 0 Z z C:) Ld w z 0-1 Q REVIEVVE-U F011 COO-APLIAN JUN 2 12007 COLLEGE SUMON ENGINEERING CLIENT INFORIAATIOH NINFA'S MEXICAN RESTAURANT c/o MARIO RODRIGUEZ 1102 HARVEY ROAD COLLEGE STATION, TX 77840 OFF: (979) 693-0506 FAX: (979) 693-0207 FILFHAI`AF: 0'_11._46)W1R I Al� S1 iAV4J%,l SUBMITTED DAIL: APR. 30, 2001 DRAWN BY: R.A.1A. CHECKED BY: R,A.M, FIELD BOOK.- H/A I rAGE:3. N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 208 0296 Uzi sm A&W 1EM, IQ SHEET NO. 7 OF 10 TYPICAL RESERVED HANDICAP PARKING 2 1 /2% 3/4" 16 SIGN GAUGE PAINTED 1 1 /2"x 1 1 /2" STEEL CHANNEL 0 4" PAINTED STEEL TUBE O.C. - LEGS DOWN W_n" (AAAY) F,'-n" (AAAY1 rr,'—n" hdAYI IZC RAMP NOTES: _ 1. MAXIMUM CROSS -SLOPE OF 2.00% IN ALL DIRECTIONS. 2. DETECTABLE WARNING PAVERS SHALL BE PLACED AT THE LOWER END OF THE RAMP 24" DEEP x RAMP WIDTH. 3. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. 4. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE ENGINEER. c� 10 CONCRETE SIDEWALK r-------1 TAPER CURB —THROUGH I I RAMP ¢ ^ DETECTABLE 6" RAISED I WARNING CURB o - I PAVERS, SEE {� T 6To0 B/CS S0000°°SW2-3 11 / A, NDARD °° 0' *0 o° 0' 0' °°°°° 1. 0. 3'-0" RAMP 10"g (MIN) I INTERI STEEL CHANNEL - �' L.LmL_ `_ I 3Uuv 3 I LLB POST LEGS DOWN w/WELDED CAPS PICKETS @ 4" O.C. (TYP) AMBULATORY RAMP WROUGHT IRON FENCE DETAIL N.T.S. N.T.S. ,; EXPANSION JOINT /i,W.%//�1%/%�t11i C3 2 _ -__ I SEE SHEETCONCRETE #4 BARS @ 9" I t Il NO PARYINGFIRE LANE____i0W—AWAY—ZONE_ __NO PARKING._ FIRE. LANEAPRON O•C•E•W 8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS STATING 'NO PARKING FIRE LANE TOW -AWAY -ZONED a, 3NV'7 3813 ONIN8Yd ON 3NOZ-AVMV-M01 3NY1 3813 ONINWd ON � � a 4 rI FIRE LANE MARKING Ak i 12" #4 BARS ® 9" #4 BARS Cam? 9" 18" (VERT) (HORZ) / " SECTION B ' �/' I • 2 B SERIES 1 1 /8" C3. 2" „ �lG�T�D 2" C SERIES Z VARY HEIGHT AS j 2" C SERIES 18 REQUIRED TO 1 1 /2" #4 BARS @ 9" 9 PROVIDE LEVEL II`.� O.C.E.W. (.0 SURFACE FOR WALL 1 1 /2" _ OILY „00 2 C SERIES a !%,�" ^ 2 1 /2" • �� SIGN N #4 BARS @ 9 A SIGN MUST BE MOUNTED IN A CONSPICUOUS (HORZ LOCATION AT EACH ENTRANCE TO THE PROPERTY #4 BARS 18" (VERT} FIRE LANE DETAILS SECTION A N.T.S. N.T.S. 3. '14 18" 24" 1J"R (TYP) 1 1"" 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 18" 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ 4" -VAN „ - 1.5C R ACCESSIBLE _ ,.SC„ 12" IGN 6" 12 IC 0 0 0 6" RAISED ¢ LL °O °° G U 00. CURB w 0 I i ° in (12:1)o.00Qoao, c� °° ° °° ° a `�ACTYPIC FA STOP AL WHEEL 4" STRIPING CAD 16" O.C. (PAINTED BLUE) RETE 100 P DA ZHANDICAP Ll SYMBOL (PAINTED BLUE) 9'-0" 5-0" PEDESTRIAN AISLE 8' HIGH SOLID SCREENING WALL U (MATCH BRICK & <1 L STUCCO OF BUILDING) / / 4" O.D. (SCH 40)� ' 1'-0" GALVANIZED (TYP) CORNER POST 0 w Z'�' i N U 1.00% (MIN) i0 SLOPE B 12'-0" CLEAR (MIN) a i' 8' HIGH SCREENING WALL 9" TYPICAL RESERVED HANDICAP PARKING SIGN 2.00% (MAX) oX o¢ CV => 4" STRIPING - (PAINTED BLUE) 9'-0" 2 - 6'x8' GATES w/LOCKING PIN i 4 BARS ® 9" I�` �• \�O) C.E.W. IXED PIPE BOLLARD CONCRETE DUMPSTER PAD " R (TYP) N.T.S. 1 �' RESERVED SIGN NOTES: 5C 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED " IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3C 2. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND SQ PENALTY SIGN NOTES: 3. SIGN SHALL BE TYPE R7-8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC I i CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE — 2" ic 1 1" 14" jc 12 0 Co r TYPICAL VAN RESERVEDJ TYPICAL VAN RESERVED -o' ° ¢ I HANDICAP PARKING SIGN HANDICAP PARKING-' °° oa o SIGN TYPICAL RESERVED ° ° ° ° ° ° °. o I HANDICAP PARKING °° ° ° ° ° ° 0 ° I ° SIGN DETECTABLE WARNING ° ° .0_ ° ° ° ° `n o ° o 0 0 9'-O" 5-O" PEDESTRIAN AISLE HANDICAP PARKING ROW imllffi•`j FINISHED PAVEMENT -I PAVERS, SEE B/CS o+,° °'V' RAM I STANDARD SW2-03 ° ....... °°°°e° (12:1) °° o0 #� TYPICAL WHEEL TAPER CURB STOP , THROUGH RAMP 2,00% f ' (MAX) 4" STRIPING @ 16" O.C. (PAINTED BLUE) ' / - x / o oQ / 00 0 � t Gil CONCRETE w/DOMED FINISH HANDICAP SYMBOL (PAINTED BLUE) 9'-0„ a 3" O.D. STEEL PIPE _(SCH-40) PRIMED & PAINTED (COLOR AS SPECIFIED BY THE OWNER) -..• CONCRETE (CLASS B) 12"0 FIXED PIPE BOLLARD N.T.S. HANDICAP PARKING SYMBOL N.T.S. 575 8'-0" PEDESTRIAN AISLE i c0 r RABON _ METCALF I E-Nc_.T-NT.',T-,RTNG _ POST OFFICE BOX 92_53 COLLEGE STATION, TEXAS 77842 ENTAIL: rabon(t%rmengineer-corn OFFICCF - f979) 690-0329 FAX - (979) 690-0329 CELL - (979) 2194174 " CU BAISEDI ALLY COMPLETE ISSUED FOR CONSTRUCTION 6/19/07 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. •• -1 OF TE- 11 p�•Jt s*• • *0 CLEAR ZONE RARO FTC 1 48" , 24" (TYP) ( �, c, •. I I L- PLAN LAYOUT PRIME & PAINT RACK BLACK IN COLOR MOUNT TO CONCRETE SURFACE w/4-GALVANIZED J-BOLTS 4m BICYCLE RACK N.T.S. 1.9"0 STEEL TUBING 6"x3" STEEL PLATE WELDED TO RACK }— z 1-1 cn w IY- < W t- W .Q F- Elf"oI < 0 U>-x W O 0 ICK W I--- m m } (V 8 o o Q Cn o W J Of LL W (n 1c,N w �0 ©Qm � �W .Q J = a W tnW0a zo w zT Ld RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN H/C PARKING SIGN NOTES: SIGNAGE WHERE APPLICABLE Gt_IEU INFOPMATI0UJ 1. ALL SIGN HARDWARE SHALL BE NINFA'S MEXICAN RESTAURANT PENALTY PARKING SIGN GALVANIZED. c/o MARIO RODRIGUEZ (AS SPECIFIED) 1102 HARVEY ROAD 2. MOUNTING HEIGHT SHALL BE A COLLEGE STATION, TX 77840 29" 0 GALVANIZED MINIMUM OF 60" ABOVE THE OFF: (979) 693-0506 PIPE 0 2 LBS./FT. GROUND, FLOOR, OR PAVING FAX: (979) 693-0207 o SURFACE AS -MEASURED TO THE z LOWEST CHARACTER OF THE LOWEST FILEt1At1E 0206 P1B I SCALF: II.T.S. FINISH GRADE --- _-_ - _ _ _ ___ w SIGN. LLJ SUBMITTED DATE: APR. 30• 2007 W - - --------...., - DRAWN R•r• R.A.M. - - - REVIEWED FOR '' CHECKED BY: R.A.M.„ „ COMPLIANCE ? FIELD BOOT . I. /A PAGES: N/A CLASS B ✓ CONCRETE FOOTING ' ``' JUN 2 2 2007 RABON METCALF ENGINEERING �` - --- CLIENT NO. _- _PROJECT NO. — COLLEGE STATION 208 — 0296 12� 1.�-...1 ��.oPktEFsr sMvIcEs HANDICAP SIGN MOUNTING N.T.S. SHEET N0. 8 OF 10 SIDEWALK NOTES: 1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.007.. 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE STRUCTURES. 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. SPACING SHALL BE UNIFORM. 4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT JOINTS IN CURBING. I" EXPANSION JOINT MATERIAL & T SEALANT (MIN DEPTH OF J") EXPANSION JOINT 1" DEPTH (MIN) ,•a .. CONTRACTION JOINT EXPANSION JOINT PROPOSED CURB? WIDTH VARIES _ 2" CLR LIGHT BROOM FINISH #3 BARS @ 12" O.C.E.W. BACKFILL 2" CLR � ` /` /` COMPACTED SUBGRADE N CROSS-SECTION TYPICAL CONCRETE SIDEWALK #4 SMOOTH DOWEL, 18" LONG & SPACED ® 24" O.C. (COATED w/HEAVY GREASE) CONCRETE SIDEWALK, SEE DETAIL THIS SHEET e - n e 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1 /16" GREATER THAN DIAMETER OF DOWEL. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR BUILDING CONCRETE SIDEWALK, SEE DETAIL THIS SHEET " BUILDING FOUNDATION EXISTING CURB i _#4 DOWELS @ 18" O.C.jj ( ��{ TIE TO CURB DETAIL N.T.S. CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' SEAL w/EXPANSION #5 SMOOTH DOWEL, 18- LONG INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. JOINT MATERIAL & SPACED ® 12" O.C. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' (COATED w/HEAVY GREASE) INTERVALS. "R NON -EXTRUDING FILLER 3" LONG PLASTIC CAP - INSIDE DIAMETER TO BE 1 /16" GREATER THAN 6" LIME STABILIZED SUBGRADE DIAMETER OF DOWEL - CAP MUST BE (w/6% LIME BY WEIGHT) COMPATECT LONG ENOUGH TO COVER 2" OF DOWEL TO 95% STANDARD PROCTOR & HAVE STOP SO END OF CAP IS 1" DENSITY (ASTM D698) FROM END OF BAR TOOL JOINT 1 R EXPANSION JOINT, SEE AT ARTIFICIAL DETAIL THIS SHEET BACK OF CURB PAVEMENT DRIVEWAY OR PARKING AREA MONOLITHIC CURB �#4 DOWEL ®24" O.C. CONCRETE SIDEWALK, SEE DETAIL THIS EXPANSION JOINT SHEET w/TOOLED EDGE, SEE DETAIL THIS SHEET i j EXISTING CONCRETE d ° CURB & GUTTER 777777 #4 DOWEL 0 24" O.C. - --- EXISTING -CURB CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. EXPANSION JOINT TO BE SPACED AT 60' INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & OPPOSITE PI's AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION JOINT N.T.S. " TO jj" J"R z SAWED CUT CONTROL JOINT, SEALED w/JOINT MATERIAL - SEALING NOT REQUIRED IN CURBS -T=6"or7" - #4 BARS @ 18" O.C.E.W. T=9" - #4 BARS @ 9" O.C.E.W. 6" LIME STABILIZED SUBGRADE (w/6% LIME BY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. 12"-#4 DOWEL 12" O.C. r-METAL KEYWAY "-T=6"or7" - #4 BARS Cam? 18" O.C.EW. T=9" - #4 BARS @ 9" O.C.E.W. 6" LIME STABILIZED SUBGRADE (w/6% LIME BY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. CONSTRUCTION JOINT N.T.S. 51 1}I PAVEMENT REINFORCEMENT Q- w F- ....... a \ /� i / Q 'e d \/\%\ \\\% e \x 12 LAP 6 \//\ \X 1 �N /�\�j� �' #4 BARS 0 18" O.C.E.W. (TIE TO CURB STEEL) \ ® 4 9" i s = #4 BARS TYPE 1 - w f FOOTING CONCRETE CURB & GUTTER N.T.S. J" R C� � 1 �-- � A N " PAVEMENT REINFORCEMENT • = #4 BARS TYPE IA - MONOLITHIC 24" _ #4 BARS TYPE I CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. CONCRETE CURB N.T.S. THICKENED EDGE N.T.S. _- °•mot to 3/4" 3/4" METAL KEYWAY PLATE N.T.S. COMPLIANC < JUN 212007 COLLEGE STATION ENGINFFRim[. RABON�- •i f I � METCALF r LNrTNrrRTNO POST OFFICE BOX 9253 COLLEGE STATION. TEXAS 7784" ENTAIL: rabon(tf! iengineer.eom FAX. - (979) 690-0329 CELL - (979) 219-4174 SUBSTANTIALLY ANTIALL COMPLETE ISSN 0 CONSTRUCTION 61'19107 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. V4 ARON MF / jQt IAw N r �kc , Z Ld w u Q U � WXo W ~ to }4— � - w Q °1 _J�-ZYQ ry Lj �--- m 0 >- A 0 F=- Z � ,-- Nip �h o < o�� Z � Imo X of w wfl� =m < a u W 0 a C[ o 0 U) N Zp z w — w CLIENT 11IFOR► ATION NINFA'S MEXICAN RESTAURANT c/o MARIO RODRIGUEZ 1102 HARVEY ROAD COLLEGE STATION, TX 77840 OFF: (979) 693-0506 FAX: (979) 693-0207 FILLT AME: 0 OSR 1 D SLAT F: H.T.S. SEJRMITTF) GATE: APR. 30, 2007 DRAW 4 By': R.A.Tvt CHECKED BY: R.A.M. '- FIELD BOOK: t 1,/A. PACES: Al/A. RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 208---- 0296 Fit — ;%Is SHEET NO. 9 OF 10 INSTALL 9" WIDE CONCRETE SUPPORTS AT 5' INTERVALS (FOR _INLETS WIDER THAN 5') Ld U ! • #3 BARS ® 18" .j O.C. LAP 6" (MI #4 BARS 0 6" 24"0 STORM SEWER O.C.E.W. (TOP) MANHOLE RING & COVER AT OPEN -BACK FLUMES PROIVDE A 5' .-- WIDE x 9" HIGH (MIN) OPENING -w/24" DEEP APRON 4,000 PSI CON ® 28 DAYS 4'-0" (MIN) O.D. + 12" 7'-O" CEMENT STABILIZED _/ SAND BEDDING PROFILE VIEW ELEVATION VIEW ROCK RIP -RAP PAD w/FILTER FABRIC (2" TO 4"0 STONES}7 #4 BARS Q 12" O.C.E.W. (WALLS, BOTTOM SLAB & TOE) PLAN VIEW (ROCK END TREATMENT) CONCRETE HEADWALL N.T.S. 6" #4 BARS 0 12" O.C.E.W. (ALL SIC & BOTTOM) INVERT SHAPING w/CONCRETE FILL GRATE INLET, T, OR JUNCTION L FOR IONS E BETWEEN MANHOLE k NON -SHRINK L STORM E ADS PIPE TO CONCRETE BOX GROUTED MANHOLE CONNECTION N.T.S. CURB INLET N.T.S. STANDARD CASTING RING & COVER ELEVATED 3" (MIN) 101-11 ABOVE GRADE IN NON -PAVEMENT AREAS �, 30"x3O" (6" THICK) CONCRETE SLAB MECHANICALLY COMPACTED _ J' EARTH FILL (IN NON -PAVEMENT AREAS) 11-IL 6" PVC (SDR 26, D3034) CLEANOUT STACK MANHOLE RING & I v--%I V V IL-vy GUTTER (TY 1) FINISHED PAVEMENT GRADE 6" STOPPER TRENCH SHORING - MINIMUM REQUIREMENTS SIZE & SPACING OF MEMBERS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF TRENCH MAXIMUM SPACING OF TRENCH (ft) OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FEET FEET VERTICAL (ft) HORIZONTAL (ft) (in) (ft) (in) (ft) (in) (in) (in) (in) (in) 3 x 4 5TO10 HARD, COMPACT OR 6 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 3 4 x 6 4 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 2 x 6 SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 HYDROSTATIC PRESSURE 3 x 4 OR CLOSE SHEETING 6 x 8 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 3 x 4 10TO15 HARD OR 4 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 2 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 6 2 x 6 SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 6 6 x 6 6 x 8 8 x 8 8x10 4 6 2 x 6 HYDROSTATIC PRESSURE 3 x 6 CLOSE SHEETING 8 x 10 4 4 x 6 6 x 6 6 x 8 8 x 8 8 x 10 4 6 15TO20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 4x12 4 4x12 6 x 8 8 x 8 8x10 10x10 4 6 OVER 20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 6 x 8 4 4 x 12 8 x 8 8 x 10 10 x 10 10 x 12 4 1 6 1 irNT=ivk'n r4m T roc v311y Iry LTtU Ur, UK IN UUMUINA IIUN WI IH, C;KU55 UKAULt;. SHOHING 1�5 NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. CLASS 1i: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS. THIS MATERIAL MUST HAVE A & LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LIME. SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY FAT CLAYS 0 Of z U Z ca w Q a m o ^ -r (! In --L tD � Jv = M �U V) vLa Ia Z "' w w o Cw9 �¢ U = fr .- O W ¢ M\ •- J .. af< O- U T'yN SPECIAL NOTES: 1. CLAYS, SILTS, LOAMS, OR NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF REPOSE FOR SLOPING OF SIDES OF EXCAVATIONS INORGANIC SILTS, FINE SANDY OR SILTY SOILS, ELASTIC SILTS. f f TRENCH SAFETY NOTES: CLASS V. ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF THE REQUIREMENTS OF THE ABOVE CLASSES. ALL ROCKS, LUMPS, AND CLODS MUST TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS #3 BAR 0 BE REMOVED FROM THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. THIS DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD SHALL PREVAIL. 9" O.C.E.W.—\ MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN NON—STRUCTUAL AREAS. V .I IRON BODY w/PLUG E DETAIL "A" 12" THICK CEMENT STABILIZED SAND BACKFILL (WHEN IN PAVEMENT AREAS) SANITARY SEWER 45' WYE • MAIN LINE PRIVATE SERVICE - STANDARD CLEANOUT N.T.S. 6" 45' ELBOW DETAIL "A" 18" SQUARE m TRENCH WIDTH EXISTING MAX = PIPE O.D.+24" GRADE - z MIN = PIPE O.D. +12" v J W Q> m= Q� _Z .0 J ___I J r� Q LL N `� Y Z Q -m - SPRING LINE QF PIPE 011-1 z? BEDDING TABLE IDENTIFIER BEDDING INITIAL TYPE TYPE BACKFILL (D CLASS III CLASS 11 OC CLASS 1B CLASS 1B 10% (MIN) CEMENT PER CEMENT CUBIC YARD OF SAND STABILIZED OR 2.5 SACKS OF SAND CEMENT PER CUBIC YARD (WHICHEVER IS GREATER) �_a of m EQUALLY SPACED MIX BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER FORCE MAINS 2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED, USE THIGH SHEETING. THIGH SHEETING REFERS TO THE USE OF SPECIAL TIMBER PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION, THAT WHEN DRIVEN OR CLASS V: SALVAGE PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF TOPSOIL WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE -BY -SIDE METAL LOCATOR TAPE LOCATED 24" ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. ABOVE FINISH GRADE (FOR ALL 3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. PUBLIC WATER & SEWER UTILITIES) 4. WALLS ARE TO BE INSTALLED WITH THE GREATER DIMENSION HORIZONTAL. 5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO CLASS IV B - COMPACT IN THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE-HALF FEET, UPRIGHTS SHALL �- " (MAX) LIFTS TO 90% BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE USED. WHERE UPRIGHTS ARE STANDARD PROCTOR DENSITY EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE ® 0 TO +4% OF OPTIMUM TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS MOISTURE CONTENT ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUD INITIAL BACKFILL SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.)> -COMPACT IN 6" (MAX) LIFTS TO 90% 6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSS -----STANDARD PROCTOR DENSITY BRACES. OF OPTIMUM MOISTURE CONTENT - WORK 7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INSTALLATION IS TO START IN AROUND PIPE BY HAND TO FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD. PROVIDE UNIFORM SUPPORT UP TO SPRING LINE 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, - COMPACT IN 6" AND BE RETAINED IN AN EFFECTIVE MANNER. —BEDDING (MAX) LIFTS TO 90% STANDARD PROCTOR DENSITY 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST 0 0 TO +4% OF OPTIMUM BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT. MOISTURE CONTENT - LEVEL FINAL GRADE BY HAND 10. DIVERSION DIKES AND DITCHES OR OTHER SUITABLE MEANS MUST BE USED TO PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION AND TO PROVIDE WHERE THE TRENCH BOTTOM IS ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER 1S NOT UNSTABLE, EXCAVATE TO A DEPTH AS ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION. REQUIRED BY THE ENGINEER AND REPLACE w/A FOUNDATION OF CLASS 1B 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE MATERIAL, COMPATED IN 6" (MAX) PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL LIFTS TO 85% STANDARD PROCTOR TRAVEL. DENSITY TRENCH BEDDING FOR PRIVATE UTILITIES N.T.S. RABON 4 M ETCALF ENGINEERING POST OFFICE BOY 9?53 COI.LI:GI STATION. TEXAS 778421 EMAIL: rabon(dcmiengineerxom OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4 174 SUBSTANTIALLY COMPLETE ISSUED`O COS CTI 6119107 CONSTRUCTION DRAWINGS ISSUED -PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF Tr Al .r 5-3 J d i w rz w Q U ¢ Q �wEX-n o F— � alluj O a0 O Y¢ W of 00w� Z _ W I- X J LLI� I— Z Q i-- cn z `�' o —1 O Q Ld 0 1- W C) u- LL J t ry X �.1J —I V wQ� zo d m w Q W a- c� Co Q a <r.0 �- U- (� V) J z _ Q z w Ld z 0-1�- 0 "L1Eh1T 111FORr:JATION NINFA'S MEXICAN RESTAURANT c/o MARIO RODRIGUEZ 1102 HARVEY ROAD COLLEGE STATION, TX 77840 OFF: (979) 693-0506 FAX: (979) 693-0207 FiLEtdAt,1F: 0296t f 1 R �C^,LE: H.T.S. SUBMITTED DATE: APR. 30, 2007 DRAWH RY: R.A.M. CHECKED HY: R.A.M. FIELD BOOK: p.I/A PACES: PI/,A RABON METCALF ENGINEERING CLIENT NO_ PROJECT NO. 208 - 0296 SHEET NO. 1 0 OF 10 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER I NOTE: SHA! I RF SPACED AT A MAXIMUM OF i TYPE "C" FX7ANS!ON ,!DINTS IN CURP & CUTTER I 60' APART AND AT At I RADIUS POINTS, P.T.'S AND i SHALL BE SPACLO At A MAXIMUM U15I ANCE OF SO' APART AND AT ALL RADIUS POINTS, P.T.'S AND �R3 12' P.C.'S.TYPE "B" CONTRACTION JOINTS IN CURB & _ - CUTTER SHALL BE SPACED AT A MAXIMUMI P.C.'S- TYPF "B" CONTRACTION JOINTS IN CURB & v DISTANCE OF 10' APART. CUTTER SHALL BE SPACED AT A MAXIMUM 3" � _1"' MIN. TO 24" - DISTANCE OF 10' APART. 6" -#4 BARS L 18" C/C #4 BARS 16" O.C.E.W. 6 MAX. I 12"��+ 2" 3 (MID SEA 1j/4..R 24" l: // I - 1/4"R 6" 15" V - .SF.C7'IDlV'A t1 VARIES 10 3 ! 1/4"R 5„ I /z R 3 4'y 15 I 6 1/2 F 24 R. O. W. 4 BARS CLEAR UOU L 1„ �• �:, 3„ 3:I • 2:: ( 12' ,J AND 3" CLEAR TYP. ! # _�_ 2" - I A J I I i A" • 4 BARSI i I 0 3/4' X IS" SMOOTH -- EXPANSION ^^d:ES Kk 24" DOWN , D)-ti��i LL--IA- D- I-i CLRBS & TYPICAL CO-TMBIrED ALLEY DETAIL SECTIO\ T 1/2" CHAMFER (TYPICAL) *4 BAR 6" I� 2411 TE Y CONCRESTRENGTH-3500 128-DA psi. TYPICAL RIBBON CURB CURB GT 1TTER SECTION ST1-00 FSTI-01 STI-021 -- NOTE (NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GLITTER SHALL BE 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A N'AXIMUM DISTANCE OF 60' APAP,T AND AT ALL SPACED AT A MAXIMUM DI STANCE OF GO'APART .AND AT ALL � P"B" CONTRACTION RADIUS PO!N t S, P.I .'N'"" s, AND P.C.s. I YPE BCC""" 1 RAC I ION I � - RADIUS POINTS, P.T.`s, AND P.C.'s. TYPE _ + I I ��_ JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & CUTTER SHALL BE SPACED AT A MAXIMUMj YFE "G" EXPANSION IOIJ JOINT ._ , / DISTANCE OF 10' APART DISTANCE OF 10' APART 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC F' AND TIED IN PLACE F 24' iF 24" --- j 6" 15' --� ALLEY PAVING 3 1"DIA, _,: STI -06 I SLOPE 1/4"R 1?I" 3I: 1/4"R 12" t7�� F 4" •k J - _� 6" 6 3/4" { *�3 �, ldg• 6 3/4„ I (o� 31 31I Al • 3" 3" 2" i4 - 4" 1- 3,I i• = *4 BARS 3" • #4 BARS . =3/4" X 18" SMOOTH rn =3/4" X 1R" SMOOTH Ii EXPANSION DOWELS EXPANSION DOWELS jI I 1 TYPICAL COMBINED TYPICAL WEEPHOLE CURB STI -03 1/8" R - \ SEAL WITH JOINT MATERIAL 6" MIN. METAL KEY WAY PLATE-/ '--DEFORMED TIE BARS 414 X 18", 18" O.C. TYPE "D" LONGITUDINAL JOINT SPILL CURB I STI-04 TRANSVERSE REINFORCEMENT #4 BARS AT 18" C. TO C. STI -05 " C. TO C. TYPE "D" JOINT I LONGITUDINAL JOINTS SHALL BE PECUIF;ED ONLY ON THE 60 60' I 60' CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED L LONGIfUUINL REINFORCLMENI: #4 BARS AT 18" C. TO C. TANCEAYSTCTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SFAI W/EXPANSION JOINT MATERIAL / SMOOTH DOWEL BAR - - -- / 3/A" 0 X. 18' 12" O.C. 1/4'R \ �{ 3/4'` (COATED W/HEAVY GREASE) —�. 3/4"� r —' 7 /8" 61I MIN NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GP.EATFR THAN DIAMETER. OF DOWEL BAR. CAP MUST BE A/(j� ��AI�KEY � Y A�j PIAr(`11 LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END j�jL 1 OF CAP IS 1" FROM END OF BAR. TYPE "G" EXPANSION & CONSTRUCTION _JOINT TO BE SPACED AT 60' INTERVALS & A L RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.L'S & ON ALL HORIZONTAL & VERTICAL CURVES SAWFD OR FORMFD,SFAI V:I 1 H JOIN I MA I F RIAL. SEALING NOT REQ'D IN CURBS. R i 1/8" TO 3/16" !3/a" -vij,l a MIN. #4 nARS, 18", O.C.E.W. TYPE "B" CONTRACTION TOIl\TT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "G" JO!NT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300' ON TANGENTS BACK OF C NOTE: {I� v EXPANSION JOINTS AS S40 'N AND AT VARIES EACH RADIUS POINT. CURB EXPANSION , 1 JOINTS SHAI I RF AT 601 CFNTFRS. CURH II [-TYPE "B" JOINT- CONTROL JOINTS SHALL BE AT 10' CENTERS. l TYPE "D" JOINT �h V LONGITUDINAL JT. LO 90= CHORD OF RADIUS. (TYP.) �\ (TYP.) �I I ce I A GENERAL NOTES: It \ r " ` TYP D I� TYPE "B" JOINTJOIDJT( 11 - TYPE "G" JOINT AT FUTURE I EXTENSION OR AT PROP. u TYPICAL TOINT LAYOUT AT CONCRETE. INTERSECTION ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY COPJSTRUCTTON SHALL BE ADEQUATELY R H'D AN BLOCK SODDED OR HYUOMULG E D WATERED UNTIL I CRO+!TH IS ESTABLISHED. r, DEVELOPED PRFne WHERE CRASS IS PPESLNI BLOCK SUD ILL BE REQUIRED BARED AREAS SHALE BE SLCDLD OR SHOULD WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST HE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL FR.OSION CONTROL MEASURES SHOULD BE CLEANED OF Sit T AFTFR FVFRY RAIN. ST3-00 TYPE "G" EXPANSION JOINT. ELEV.'I MATCH FL OF EXISTING CURB & GUTTER TYPF "G" EXPANSION T/C ELEV.=3" J FXISTING GUTTER TO 8E REMOVED ctj JOINT. Ft FV.+ MATCH F OF / \ T/C ELEV.=3" EXISTING GUTTER 2'� I + / EXISTING PVMT. \ � f I f 4" 4 - FXISTING III 4" PVMT. EXISTING BASE 3 RISC APRON SHALL PE 4" k17 _ MIN DRIVEWAY // (28-DAY CONCRETE STRENGTH / 31, JSE I n� :..! SHALL c n" LOFFnRMED TIE BAR =3000 psi) W/#4 BARS v 18' DRIVEWAY..LL B� O.C.E.W. ASPHALT APRONS W/O EXISTING j ^' (28 DAY CONCRETE STPENGTH #4 X 18" O.C. BAST- =3000 psi) W/#4 BAPS Q 1P" FOR TIE TO CONCRETE CURB AND CUTTER SHALL BE AL 'AED iv OPEN DITCHED � O,C.E.W. ASPHALT APRONS W"iG TO CONCRETE PAVEMENT LO U DEFORMED TIE BAR CURB AND GUTTER SHALT_ BE ONLY STREET SECTIONS ONLY. #4 x 18 G C. FOR TIE ALLOW'EDON OPEN DITCHED CE`' TO CONCRETE TO STREET SECTIONS ON! Y SCTION A A CURB RETURN RADIUS 12 we �- CURB RETURNRADIUS v �I r- al ACCFSSIRI F ROUTF (4' MIN.) p Mi (OPTIONAIcl- )-�I Vi INOTEIINUIE s. 6 i.�-------- r 1'i4 �- TYPE "D" LONGITUDINA01i JOINT STMONA A SLOPING AWAY FROM INTERSECTION NO I LS: 1. TRAAJSITION FROM ZERO CROWN AT VALLEY GUTTER TO FU L CROWN IN 50. 2 TYPE ' G' EXPANSION jnit.'Tq IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 60 APART AND AT ALL RADIUS POINTS, P.T.'S & P.C.'S. TYPE $" CONTRACTION JOINTS IN CURB & GUTTER cu" L BE SPACED AT A MAX. DISTP"TCE OF 10' APART. 3. 2X MAX SLOPE. 4. 5' MI^J TRANSITION TO LAY DOWN CURB BEGIN AT P.T. CURB RETURN RADIUS 1 2' w � CURB Rr 1 URiV RADIUS 1'-6" ce � v- F It ACCFSSIRI F ROI TF (4' MI'I.) �> Ca rr (OPTIONAI It a� INOTE NOTE 3_.. I 3 NOTE 3 LONG!IUDiNALL 11i4' JOINT SECT10?%A A y SLOPING TOWARD INTERSECTION CONCRETE PAVEMENT ONLY. SEC7I0,`V A A SIDE STREET WIDTH T/TI1711.A MOT/f/NCLiRR TYPE "G" EXPANSION JOINT mil) A5� 1nL I I PROPERTY LINE 6" THICK CONCRETE --�` �� { * I (28 DAY STRENGTH = 3500 PSI) 1 e I MAINTAIN 2X MAX I NOTE: RAMPS O(NI_'Y WHEN % Vi/#4 BARS AT ?8" O.C.E.W. `+. POINT OF GROSS SI OFF \ r-DOWEL INTO EXISTING SIDEWALK VJ/6" LSSB TO 2' DEYOND B.O.C. CURVATURE \ - (V,^uR1ES) \;'t#4 BARS �' 18" O.C. It1� � BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING EXPANSION JT. &� / I � r 25' RAD, (MIN.) H� }� I I- AT RADIUS POINT S^;OOTH DOWEL $AR, 41 SIDEWALK +;> * I 112 0 X 16", WITH \ ; TYPE \! -Y� CAP @ 12" D.C. \ I LorJGIruD!NL \ \ - JOIN I ' 4, yJ ` 5 R kM;N.?/-BACK OF ttltr (COATED rViriEAVY CREASE) -E -ACCECAMP nrAII --- l \ **/(SE RP,.AP DETAIL) Yr r I I /-ACCESSIBLE ROUTE - NEAT SAW CU 1--- NF AT - -- / ff t NE AT hAW CH T 12'M!N. � POINT OF f SAW CUT A / A � 1' / �\�, i'� / TANGENCY f YE IG" EXPANSION JOINT EYIcTJPC CURB oCUTTER TO � - - - ... *MAINTA^J -- 2T. MAX CROSS BE REMOVED. REPLACE STRFET SLOPE. 4' MIN. WIDTH. SURFACING AS NEEDED. A EXPANSION JOINT (TYP.) ��]��c(r SEAL W/APPROVED irjt ..,:..-, C� tnIYIING SIDEWALKS,A 'rflN. 1�LTJIDL�I�ITl,I1'1L URI V WAY ' OF 4' BFHIND BACK OF CURB), T % 1 EXPANSION JOINT MATERIAL P.4A RFM.AIN I.! PACE j OTHERWISE SIDEWALK MUST CONCRETE it BE REMOVED' TYPICAI. STREET CONCRETE APRON I ST2-00 ST2-0I I or r- I 1 w A I rr > AY I MATCH IL OF EXISTING TYPE "D" EXPAnlc10^1 JOINT. i n DRIVEW 1 V ARICUTTER ELEV.-T/C CLEV.+3" 1 TYPE "G" EXPANSION JOINT �I OPE _E -01q. PIER F T . _ - - _I / PROPERTY LINE -Izaraim P.PPROX. 12" � 7 EX!S I LNG CURB & GUI I ER —}: DRIVEWAY WIDTH 1 \ TO BE REMOVED I -VARIES-�{ \ \\ 311, I / VA TES DRAINAGE CULVERT �IA I CXI:STINC PVMT. � * RETURN CURB TO HAVE 1 IIMAINTAIN 2X MAX(M;IN. 15" DIA. PIPE) � I- 6„- Y_ CROSS SLOPE A ROLL FACE DIMINISHI NG SECTIO_�'AA' y / _`- _ -- - AT RADIUS POINT. PROPERTY tLINEr TYPE 'D" AMBULATORY RAMP ! NOTE- - - - �— - i EXISTING DASC c 25' MIN. R.- REMOVE CURB / LONC!TUDINAL SLOPE 1:12 MAX. DEFORMED TIE BAR �-DRIVEWAY APRON SHALL BE N ` RAMP I / ,p„ i HRU RAID JOINT 1. LENGTH OF DRAINAGE PIPE FOR - - - - ! #4 X :� O.C. 6" (28-DAY CONCRETE / _ FOR TYING NEW STRENGTH = 1000 i) W/#4 \ RESIDENTIAL DRIVES IS 36' MAX psi) _ _ Cnr;CRFTF TO FXISTING -BARS T SIDEWALK �, k & 20' MIN. ennS a0 18" O.C.E.`v'J. ASrH +L T DRA'NAGEJ -EDGE PVIAI. CONCRETE PAVFMFNT ❑ (� APRONS W/0 Cl1R,. & GUTTER _____ '--------------- 2. ALL DRIVEWAY PIPES WITHIN CULVERT ONLY SHALL BE ALLOWED ON OPEN NEAT ROW MUST HAVE CONCRETE DITCHED STREET SECTIONS NEAT // �_ SAW CUT C STREET SAW CUi SLOPED FIND SECTIONS ONLY. - (6:1 SLOPE) OR APPROVED q EQUAL. ,SECTIOl�rfl.,9 i �— �' FYPICAL DRIVEWAY ENTRANCE CE �1� F. PAN ,IONC )DINT ~ 4 NEAT-! � EXISTING CURB & GUTTER TO _ X c SAN! CUT BE REr--"DVFn - REPLACE STREET � WITH CL1I iN/ IitRT I T SWAY SURFACING AS NEEDED � ST2-02 I COMMERCIAL DRIB/� ST243 FLEX BASE EXISTING GRAVEL STREET 6 9 COMPACTED CEMENTT 12 � VARIES STABILIZED SAND OR �- FLEX BASE 12' "O� '. f / I i --SEE BEDDING DETAIL FOR / APPROPRIATE PIPE TYPE UNDISTURBED saLJ y OPEN, CI1T GRAVEL STI_.ErT ST4-00 100, MIN, 6" 11MAC SAW CUTS 1 COMPACTED CEMLPJT I 12" STABILIZED SAND 1 W I EXISTING SEAL COAT/ HMAC #4 BARS, 18" O.C.E.W. 28-DAY CONCRETE 7 / STRFNGTH= 3500 psi DOWEL #5 BARS, 16" LG., / �/-COMPACTED CEMENT STABILIZED (8" INTO EXIST. PVMT.), T 18" O.C. / EXISTING CONCRETE 6"�- ff / STREET l / aG / SAW CUT 12" f SEE BEDDIr;C DETAIL FOR APPROPRIATE PIPE I YPE UNDISTURBED SOIL / SEE BEDDING DF TAII FOR VARIES UNDISTURBED SOIL--/ ! _ APPROPRIATE PIPE TYPE VARIES OPEN CUT SEAL COAT/ OVERLAY STREET OPEN CUT CONCRETE STREET ( 15' - 15' 14' 14' 72' 12'-�i I i vn I II > I P` 2" HOT MIX STD- RIBBON CUP.R I a F _ w ASPHALTIC I p w GONG. PVMT. _ L- X I I 1/2"/FT `'I (1RF li l - i i 4 L MIN. 4" HMAC BASE OR 6 CRUSHED -F' CGt:IPACTED SrAI1!! IZED SUBGRADE Llp"ESTONE BASE. (987 S I A.NDARD ASl M D-69L3 At A MOISTURE CONTENT BETWEEN 0 AND -47 OF OPTIMUM 'TYPICAL RURAL ROAD RIBBON CURB SECTION R111110A'CURBS 1171 L11111,111111.01171) tVITIIL\'THl; C.IT7'I .11MONLY. ST44 NOTES: 1. ALL SU'?GRAiES SHALL BF STABILIZED. 5. DEFER TO B/ CS UNIFIED DESIGN GUIDELINE '.AAN; 2•FOR SUBG ADES WITH PI>15 ANID X PASSING THE *200 ACCEPTED RIGHT OF WAY NO PAVEMENT WIDTH. SIEVE > 35i, USE LIME STABILIZATION`. 6. COLLECTOR STREETS WiLT_ Br REQUIRED TO USE 5" HMAC 3. FOR SUBCRADE5 WITI I Pi<15 AND X PASSING TI IL *200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 357, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITI-! THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE OLTCRMINLD BY THE ENGINEER. LVARIABLE R-O-W (SEE NOTE 53 �- VARIABLE B/C TO B/C (SEE NOTE 5) f I r _ N cr c " HOT AEIASPHALTIC c I SIDEWALKDETAIL1 CONCRETE PAVEMENT I STD. CURB & �LT:�F JSIDEWALK „DE A!L I I 1 ( I 3/ SLOPE :......... G!ZLzrMrI,BASE HMAC � LIMIT OF MEASUREMENT 2' OR 6" CRUSHED LIno ONc 6 CCD, Ar..r�n cT A91L1ZED SUBGRADE C98? STANDA RD D FOR ROADWAY EXCAVATION BASE (95X MOD. ASTM-D155) ASTM D-698 AT A MOISTURE CONTENT BETWFFN AND STABILIZATION (LOCAL STREETS) 0 AND -4i: OF OPTIMUM. TYPICAL STREET SECTION As1'II4Lz7cCf3i CRETFP,41EIM'«- ST4-( O cn w cr coolD w E---� �7 w w W O Q U � t � � - Srl 4-01 3T44)2 RLSIDLNI IAL COLLEC I OR 'NOTES: SECTION I SECTION 1. RURAL SECTIONS WILL NOT REQUIRE 16' CASEMENTS PARALLEL PAVEMENT TO ROW WITHIN CITY TS. WIDTH 24 30 I 2. SHOULDERS SHALL BE ASPHALT PRIMED R.O.W WIDTH 70 100 VARI. LE R O-W (SEE TABLE) 16' UTILITY 16' UTILITY EASEMENT 1� VARIABLE EDGE TO EDCE (SEE TABLE)— EASEMENT (SFF NOTF 1) _ 3, _ 3, � (SEE NOTE 1) w � 2" HOT MIX w a i ASPHALTI_ I � �j z w _LCONC. PVMT. n In _ G 1/2'/Fs SLOPE i n M"- N 4" HMAC BASE OR 6" F �- CRUSHED LIMESTONE BAS_. ! o" COMPACTED STABILIZED SUBGRADE (98% STANDARD (MIN. 5" HMAC BASE OR ASTM D-698 AT A MOISTURE CONTENT BETWEEN 8" CRUSHED LIMESTONE 0 AND t4/ OF OPTI11AUM) BASE ON COLLECTOR SECTIONS) (95 MODIFIED ASTM D-1557) TYPICAL RURAL ROAD SECTION ST4-04 NOTES: 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). VARIABLE R-O-W (SEE NOTE 1) — I- CVARIABLE B/ C TO B/C (SEE NOTE 1) rt MONOLITHIC CURB CCCONCRETEg 1 -SEE 5' CONCRETE 6" REINFORCED CONCRETE ,.1!711 4' c u 1r +n I SIK DETAIL ! r' -zF. `A . 'A" .,u E1. ... DETAIL 8 AY STRENGTH-.,.,00 PSI) 2 D I � . 3!. SLOPE - i ..."-� --- r- t- LIMIT OF �2 I--- --+4 BARS e ?8" O.C.E.4V. -6 COMPACTED STABILIZED SUBGRADE (98'/. STANDARD MEASUREMENT 0,10 SLA:D) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND * i is OF OPTIMUM) EXCA`JATIC"N & S I ABILI'A,1( id. TYPICAL. STREET SECTION R1:V1(�RC1:1) CO;\'CRI;TE I'.1 T'1;;111;.17' 1 ST I-06 DRAWN BY: C.L.iMl. D A I E : 01-01-07 SCALE: N' 1 S APPROVED W, P. K. i I SHEET 1 0F 1 CROSS SLOPE " 2/ MIN. i CROSS SLOPE ! "w CROSS SLOPE SIDEWALK z ?% to 4-/. 2Y MAX., 1/. MIN. I PAVEMENT CURB L ^. `l = 8' TYP, i 0 NOTE; U THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUISIDL OF THE `:IULWALK. • a 1 \u,� �wu�l � � \� rig I • , r PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENrI,S SWl-00 �- 4"x4 x3/1b" STRUCTURAL STEEL TUBING b' C).C. MAX(MUtf -8' O.C. MAXIML4A __121' O.C. * i i tl. p � it li, ? i' i ii, :: i �! II i � li ti is + it ,1 ii a � If �,I i{ �i � t• a it H I U' 6„ O.C. !! \t-411x2"x3/16" STRUCTURAL STEEL TUBING STEEL TUB94G STRUCTURAL - STEEL `-1"xT x3/16" STRUCTURAL STEEL TUBING SEE CONNIEC HON DETAIL !Lj 1, f i 1 6" b TYPICAL PEDESTRIAN -j' -I%2" DIA. BOLT GUARDRAIL CONIVFCTION DETAIL SW1-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR I IYDROMULCHED AND WATERED UNTIL GROWTH IS ETABLISHCD. IN DEVELOPED AREAS WHERE Cl i S IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTES- 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. '. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP n 4' INTERNALS. EXPANSION JOINTS P 60' O.C., CONTRACTION .JOINTS P 4' 0_C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH *3 x 12" BARS P 12" O.C. OR *4 x 12" BARS P 1811 O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST q8/ OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR, COMPACTION TEST ASTM D69R S S - F I _ (_TANDAR.D) AND HALL BE n 4fi WET n, THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R-., 1/2" fT X 18", 12" D.C. 314„ (COATED W/HFAVY GREASF) 4, NON -EXTRUDING FILLER- 3" LONG METAL OR PLASTIC CAP, INSIDE DINAETER TO BE ijjb" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS I" FROM END OF BAR. SIDEWALK EXPANSION & CONSTRUCTION TOINT SAWED OR FORMED, 1/8" TO 3/16" j SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3;:8„ R _ •YI p fi SIDENVALK CONTRACTION TOINT i• 4'-D" MIN-J,i , 4`-O"- -+-=VARIES-r i I Imo-- 2/ MAX_ - _ - SFE NOTF 4 *3 BARS P 12" O.C.E.W.OR ` ` 18-DAY CONCRETE *4 BARS P 18" O.C.GW. `_1TRCNGTfI='000 psi (4" THICK MIN,) SEE FINISH NOTE T CONCRETE SIDE`VALK R 3'-0" MIN. i-I- -OVARIES- ' - 21 MAX. '- SEE NOTE 4 *3 BARS O 12" O.C.E.W.OR 28-DAY CONCRETE *4 BARS 0 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE T CONCRETE SIDEWALK tL ___ 6•_0•• __-. -� -VARIES 2% MAX. I .a -� - SEE NOTE 4 SEE NOTE 3 - i - 'B DAY CONCRETE *3 BARS P 12" O.C.E.W. ORS STRENGTH = 3000 psi *4 BARS P 18" O.C.F.W. (4" THICK MIN.) SEE FINISH NOTE 6' CONCRETE SIDEWALK CONCRETE SIDEWALK SW1-02 1 +SURFACE FINISH SITALL COMPLY WIH TAS REQUIREMENTS: ' SURFACE FINISH SHALL COMPLY WI1H TAS REQUIREMENTS= "SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL H •' FULL WIDTH AND DEPTH OF CURB RAMPS SHALL_ HAVE A I LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLCY LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES, CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES., CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. WARNING SURFACE SHALL BE DARK, PED IN COLOR. WARNING SURFACE SHALL BE DARK RED IN COLOR, WARNING SURFACE SHALL BE DARK RED IN COLOR. - j 6' SIDEWALK - 5' SIDEWALK 4' SIDEWALF - as DIAGONAL CURB RAMPS WITH FLARED SIDES { aM DIACONAL CURB DAMPS WITH FLARED SIDES "DIAGONAL CURB RAMPS WITH FLARED SIDES i SHALL HAVE AT LEAST A 24" LONG SEGMENT SHALL HAVE AT LEAST A 24" LONG SEGMENT OF TRAJGHT CURB LOCATED ON EACH <IDE 'HALL. HAVE AT LEAST A 24" LONG SEGMENT T OF STRA'[IT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE f OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING- OF THE CURB RAMP AND WITHIN THE 1 MARKED CROSSING. r MARKED CROSSING. 25' R.. �� CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT A EXCEED 2'/• OR BE LESS THAN 1X ON ANY 2/ OP. O LESS THAN 1A ON ANY PORTION OF RAMP OR TRANSITION CROSS St OPF NOT TO EXCEED 2S R PORTION OF RAMP OR TF.AAlSITlOPJ TO S II:EET 25' R Z% OR BE LESS THAN R SI ANY TO STREET PORTION OF RAMP OR TRANSITION �� TO STREET i W 25' R. \ 25' R_ '` \ PROPERTY tlFlE-__ _. / PP PFFT Y LRTE % ? a riN - ` - - r O _ PROPERTY LINE I n o :T / VARIES fTYP) MP--_ f2L 4------- --'RAMP CURB HEIGHT P/ WIDTH �� 4'AMP R A Y �y^ i;� r7, I WIDTH 4' RAMP 4' ! r-'tl?nwd' ..� :. t xr s �1 �e'•y.�� .v=� 2s F a SIDEWALK r WIDTH `�. r-',.ti a* i i fE\ ` 4' SIDEWALK jy� fit` �' , VARIESj-tz1S i cti ii; \ ,VARIES, f x:S�. VARSR -1 a 6'SlDEWALK .{�' \\ DETECTABLE-- 4' SURFACE _ _ _ _ !- WARNING'- -WARNING- SURFACEDETECTAB'- -` - BACK OF CURB F<ACK of CURB - - - - - CURB VARIES -f I BACK OF CURB DETEWARNING VARIESF(TYP) SURF ACE -COMATERCIAL G' SIDEWALK Y"IBULATORY RESIDENTIAL 5' SIDE`VALK AMBULATORY RESIDENTIAL 4' .SIDEAVALE AMBULATORY RAMP AT STREET INTERSECTION MP SW3-00 RAAT STREET INTERSECTION SW3-01 RAMP AT STREET INTERSECTION SW3-02 a C S SCOMPLYi x SURFACE FRIISH SHALL COMPLY WITH C I -. . i u.. + SURFACE FINISH SHALL.' COMPLY WITH TA R I >. .. SURFACE FiF1fH _.HhLt WITH TAS RCOL71nEMErdTS. TA,. REQ.XREMT�ITS WIDTH S E�JIREMENTS FULL WIDTH AND DEPTH OF CURB RAMPSS SHALL HAVE A FLtt_L �vIDTH AND 'DEPTH Of CUrB DAMP`-; SHALL HAVE A FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY I" ` LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. WARNING SURFACE SHALL BE DARK RED IN COLOR. WARNING SURFACE SHALL BE DARK. RED IN COLOR. WARNING SURFACE SHALL BE DARK RED IN COLOR. ! I ? � � f t r >: J f !t , 25' R /25' R. 25' R. CROSS SLOPE NOT TO EXCEED v,• CROSS SLOPE NOT TO EXCEED v�/ �. 2% OR BE LESS THAN 1/. ON ANY y. CROSS SLOPE NOT TO EXCEED 2% E>FZ BE LESS THAN 1% ON ANY x - . - i i PORTION OF RAMP OR TRANSITION i'� j 3 2/• OR Br LESS THAN •U ON ANY PORTION OF RAMP 4R TRANSITION TO STREET PORTION OF RAMP OR TRANSITION j TO STREET l \ 25' R. TO STREET PROPERTY LINE - x a,.tr, ` PROPERTY LINE /�`� PROPERTY LINE - j/// °" ' \ ( Xx I /4' %4' RAvP WIDTH RAMP WIDTH 2 s`s is WIDTH VARIES f+'t S.` `�.K 1' ± !VARIES 'I` j �` '��%. �� i' i I VARIES �' L 1SID I ( 2' MIN. CURLS ALIGNLO 2' MIN. CURB ALIGNED -� ' I \ V 5' EWALK 2' MIN. CURB ALIGNED r A \ " WITH CROSSWALK i r f o WITH CROSSWALK WITH CROSSWALK 6 SIDEWALK 16' SIDEWALK li \ IT / -� DETECTABLE _ _ \I Imo- F �ETECTAB_LE - _ _ _ T 1r DETECTABLE - 1 --- - - - - -- WARrIIriG - - - J WARNING - - - i WARNING SURFACE ! SURFACE SURFAUL COMMERCIAL 6' SIDEWALK AMBULATORY RESIDENTIAL 5' SIDEN'VALK AMBULATORY RESIDENTIAL 4' SIDEIVALK AMBULATORY RAMP AT STREET INTERSECTION Rr' XIP AT STREET INTERSECTION RAMP AT STREET INTERSECTION - SW3-03 -- - - - SW3-04 - - SW3-05 ? j; n ; LAI,1DING of a .4, n FO l ov, OGq 0:0 oa`otirvoof 00000 a'00 o),I, 0001040e00 -I-. c> 6 xi arc b •+ 0 _ DETECTABLE WARNUNG SURFACE 4" MAX. AND USUAL 6" MIN. FACE OF 10" MAX. CURB TYPICAL, PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT S'I'REff EDGE SW2-00 P c M .2, 1 Landing - "U Q (L Detectable warning surface (Domes to run paralfel to -'� Per_iPetf'tan travel) 4" Max and Usual flare b" nyin Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 L' ( LANDING o gi a?t I D � a i Itu Iv �o tea_ SIDE FLAT 1:10 SLOP i MAX, (TYPICAL) 6' - -- __-I ; 6' _ Face of t (7YPlCAL) Y 4' RAMP WIDTH I (TYPICAL) ttlrt) (TYPICAL) TI PIGNL j"1BULATORY -RAMP AIV/ FLARED WINGS CROSS SLOPE NOT TO EXCEED 2Z OR BE LESS THAN L ON ANY PC1P-,17OT-4 OF RAMP OR TRANSITION TO STREET PROPERTY LINE DETECTABLE WARNING SURFACE _W SIDEWALK, , y. I, RAMP6 fy * k 3l 1'12 SLOPE MAX i 1 IA s + � BACK-' OF CURB 6' MIN, SW2-02 EXPANSON JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH CAP P 12" O-C_ (C OAIED W/HLAVY GREASE) COMMERCIAL W SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES S V4-00 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED 1)F APPROAcH KS As DIRFCTFD. DETL'- TABLE WARNING SURFACE ADJACENT TO UNCOLORED _,IDEWA CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 21 SLOPE IN ANY 2. DEIECTABI_E WARNING SURFACES MUST BE SLIT' RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALE DE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4, SHADFD AREAS ON SHFFT.S 3 AND 4 INDICATE THE L MAXIMI_N AI l OWAALE CROSS SLOPE (IN - iFWALK AND CURR RAMP F, 24 APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5.CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE SURFACE IS PLANTING OR OTHER NON WAJ_KING SURFACE OR BECAUSE THE SIDE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE APPROACH IS SUBSTANTIAI LY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES STIA1 BE LOCATED SO THAT TILE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NFARET THE CURB LINE 1� A MINIMUM OF f" AND A STANDARDS (TAS) AND 16 TA(: 4fiH:103. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7• TxD07 MAIN7AIN1 , A LIST OF QUALIFIED DETECAPLE WARNING MATERIALS. S. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THLORETICAL CROSSWALkS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. TR. HANDF',AILS• ARE NOT REQUIRED ON CURES RAM71 _ PROVIDE CURD RAMI 5 WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELFMFNTS WITH PREMCILD OR BOARD JONI OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURES RAMPS CONNECT TO THE -STREET. 13. FLARE St nPF SHALL NOT FXCEFD TO Z MEASURED Al ONG CURB LIt1E. V 2" I # g '1 rmdinrl. 4V_ O O G 02 AL. of Max DETECTABLE LIARNING PAF R and Usual EA 11 GENERAL NOTES IPAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY N A TWO BY TWO UNIT DASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT- CUT DETECTABLE WARNING PAVER. UNITS USING A POWER SAW. Detectable worning NO. 3 REBAR AROUND PAVER INSET npaver with truncated r dame surface DETrCTABt E WARNING PAVER WITH EXPANSION JOINT-, TPUFICATFD DOME SUP.FACF AS REQUIRED f 1" MORTAR BED - SHALL CONFORM TO A SIDE FLARE l / / F APPLICABLE SPECIFICATIONS Side flare (TYP) t (Typical) t ,--CONTROL JOINT PERMISSIBLE Face of curb TRUNCATED DOME PgTTERN CURB IM MP DETECTABLE NVARNING PAVER CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1X. ON ANY PORTION OF RAMP OR TRANSITION TO STREET i PROPERTY LINE -- ` � T y. DETECTABLE WARNING d - - SURFACE 4'y .I, .J• / 5' ^017WALK 1 4' MIN. RAMP* T _ i �. 1:12 SLOPE MAX. 3' - BACK ( r % OF CURB EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16",WITH CAP v 12" O.C. (COATED W/HEAVY i GREASE_) I - W MIN. - COMMERCIAL- 5SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES SW4-01 !. MIN.4 No. 3 REB.AR AT - 18" (MAX,) ON -CENTER BOTH WAYS ` CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTION A A SW2-03 CROSS SIOPF NOT TO FXCFFD 2% OR BE LESS THAN IX ON ANY PORTION OF RAMP OF TRANSITION 10 `;TELT I PROPERTY LINE y .DETECTABLE WARNING + - SI IRE ACF T 4, 1 k 4'SIDEWALK 3' MIN. ' RAMP* \ 1:12 SLOPE 'MAX. x• t \ EXPANSION JT• & SI..00TH DOWEL BAR, " / j 1/2" DIA. X 16", WITH l BACK. T F I CAP @ 12" O.C. r OF CupB (COATED W/HEAVY GREASE) RESIDENTIAL T SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES SIV4-02 i dM i U CITY OF BRYAN The Good Life, Texas Style.` A I 1 01-01-07 N T S V4. P. K. F_IGU%P, F- /tJ SHEET 1 OF 1 NOTE., 1. VALVE EXTENSION TO BE USED General Notes, _ -24" X 24" X 6" 2R DAY CONCRETE ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED CRADE. (1) Finely divided earth free- of rock, lumps and r_Inds exceedin_ 6" Y P g shaHhe placed by hand, and compacted around the cast iron pipe 'STRENGTH=2000 psi to depth 12" the to f the before back fill is be. _ WTH •4 BAR AROUND 2. ALL VALVE OPERATING NUT a of over pipe Un P op P g ALL VALVE BOX. EXTENSIONS ARE TO BE MADE by any mechanical equipment. OF STEEL SIZED AS NOTED (2) All concrete blocking shall be - 28 day concrete strength - 2000psi. AND PAINTED WITH TWO C) (3) All thrust blocking shall provide a minimum of 2 square feet of VIEiT A -A COATS OF METAL PAINT. bearing area of concrete on undisturbed soil, or os directed by the 3 EXTENSION`' SIIALI BE A M114RAIJM engineer. en IF ,.�rr DRILL 3/8" DIA.- HOLE FOR TRACER WIRE INS.I.IrE TI tERE ARE NO SHARP EDGES LEAVE 8"-10" TAIL PIECE INSIDE VALVE BOX-- AWWA C900`` PRESSURE PIPE 14 rTn_ itJ^UI ATF_P COPPER TRACER WIRE OF ONE (1)FOOTLONG. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire. barrel will have full bearing on the fine graded trenc_.h bnttnm. Bell holes shall be cut for each bell and fire hydrant. (6) All fittings shall be mechanical joints unless otherwise directed. -VALVE BOX PER SPECS WITH BOX E .TEN`.ION A' NEEDED VALVE 60X PER SPECS. i 2" SQUARE AWWA NUT -� ! I EXTEN90N WIT14 A f yr----r✓ 6" A FINISHED GRADE ->, CENTERING COLLAR. - IERMINAIE 4' i` Iry v t FROM TOP OF BOX. L [ 2" SQUARE AWWA NUT bIi \ _ EXTENSION WITH i CENTERING COLLAR. AS REUT; VAEIES TERMINATE 4' TO 5' FROM TOP OF BOX. I a STD. GATE VALVE- t 4 !I STANDARD FIRE HYDRANT GATE VALVE, W/VALVE BOX i WATER LINE-,. AS REQUIRED, w : 1' TEE 0R TAPPING SLEEVE - MIN,. & VALVE As PE650P171) ANDARD FIRE HYDRANT BURY LINE m f j 6" STD. G" D_L OR C909 PIPE W/STArNC.ESS GATE VALVE 6" MJ ANCHOR STEEL BOLTS I i - _ WITH SS BOLTS COUPLING i`ONCPETF - , p Ii i -- - PVC OR D:L'F'IF'1_ E+LOCKIN3 1 - PEA GRAVEL - FILL TO 1 FT. ABOVE --•' �, BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUA TO ONE RAr OF SACKFETE GATE VALVE & BOX VALVE OPERATI! EXTENSION SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH (1/8" MIN WALL THICKNESS) WI-00 2" SQUARE x 2" HIGH OPERATING NUT a" DIA x 1/8" MIN THICKNESS STEEL 'LATE w/ 90'CUT-OUT a STEEL ROD SET SCREWS ON ttimttt SIDE TO LOCK THE OPERATING NUT GATE VALVE EXTENSION W 1-01 WEEP HOLE THRUST BLOCK TEE OR TAPPING J '\ � � �\,\ SLEEVE & VALVE - ME'HANCAL JOINTS ! I BLOCK USING 1'kf2"x4" AS REQUIRED WITH SET SCREW t -PRECT CONCRETE RETAINER C.LWID�S ! jh.��_ ,. .. '* BLOCK OR MEGA LUGS II / �•J�6" X 12" GRADELOK .BLOCK AS DIRECTED UU-- W/M.J. SPLIT GLANDS tROIAIE TO FINAL GRAI)E.I OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY GRO(k•D LEVEL 24" MAY. 413" Mn TYPICAL UTILITY PIPE METAL DETECTOR TAPE TRA'-ING WIRC 14ga SOLID COPPER TRACF_R w!RF- IAUST HE INSTAILF13-= DEAD END-' •\. DIRECTLY A@OVE THE PIPE AND \ SHALL BE TAPED TO THE PIPE AT 10'INTERVALS. TRA(`ER- WIRE SHALL EXTEND 6 FEET BEYOND END OF PIPE, COILED AND SECURED I OR I It I URL CONI4_C110N UTILITY PIPE LOCATION MATERIALS SPFCIAI_ CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL E A M IM F B INIM! OF 6 INCHES FROM BOTTOM OF ANY -PIPING APPARATUS OR METER WITHIN THE. VAULT. 3. REINFORCED CONCRETE VAULT AS O BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF ;3 RF13AR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHFS. 4. SET SCPFW RFTAINFR CLANKS SHALL BE- IN`.TTALLED Al EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING LENDER THE FLOOR OF THE VAULT - APPROVED 3- OR LARGER, COMPOUND METERS. VAULTS & MATERIALS APPROVED METERS - SENSUS SRH N ) � U S. CALLO S APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOP, METER SELECTED APffl''OVED MATERIALS - DUCTILE IRON Pff'E WITH MTCHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAIR T5 OF M,>tTFT IN -S M(I`:T FT TI_JPIMITTED TO THE DIVISION MAN.AOER, WATER SERVICES, 72 HOURS PRIOR TO ANTk,-tPATED DEVIATION. CONCRFTF VAULT T -VALVE - METER WATER MAIN SERVICE CONNECTION VAULT FLOOR (6 LIP) AND VALVE -METER VAULT ASSEMBLY NOTE: I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE ItrFCT 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 RELFASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (1") % 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 (2") OR 4. APPROVED EQUAL SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENUINEER HOT -BOX POLY ROX - 1 MODEL PHRI (19 WITH i HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL - - 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE)- 4" X 5' X N CONCRET PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING -- BRASS ELL (TYP.) AND BALL GATE VALVE TYPE' K" COPPER TUBING TAPPING SADDLE W/ k � CORPORATION STOP. AIR RELEASE VALVE_ & VACUUM CHECK _VALVE 1V3-02 W3-00 W1-03 � � I 14 -IREQUIRED�- I I ANCHOR 90- 13END- G4TE VALVE---__ W/V'mi VL BOX > l STANDARD FIRE HYDRANT-,., li I p. t- of FIRE HYDRANT LOCATION 1 REALIGN AS NEEDED �1 24" X 24" X 6" �- 28 DAY CONCRETE r STRENGTH- 2000 psi I WITH *4 EAR AROUND I ALL VALVE EiO{. VIEIVA -A - NOTES -WARNING PIPELINF ( -- �l ` c,rJ MAIN ENEi I f. FURNISH AS SHOWN ON PLANS � BLACK- �- AND ON ALL VALVE SIGN POSTS. TEXT .- � -i-, _ I � r SIGNS TO B CONSTRUCTED 2. E C UC ED J _. IWARNRIG; 1 r r FROM 20 GA. STEEL BAILED. ON 10" i -" UIJDERGROUND PIPELINE ENAMEL FINISH_ FURNISH ONE WARNING AND ONE VALVE SIGN f( CONTACT THE CITY e AND ONE POST FOR EACH VALVE BCT0IZE EXCAVATING INSTALLED AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. i 1 .. i r yn '•- n - tin"' R:; V L jV BACKGROUND ill' fFURNISH$ 114� FUR SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH �r f OR CROSS INSTALLED (OMITTING VALVE i _ I VALVE NUMBER ON VALVE SIGN BLANK) t'NG. (NOr A'SEPARATE PAY ITE143 " J' I �2" BLACK PRESSURE ��CONCRETE SLAB 1 SENSITIVE NUMBERS- T, I j TO BE ADDED AFTER {- •.i i WHITE _IO" BAS.IC SICIT HAS BEEN ` BACKGROUND. -/ PAINTED. a MJ PLUG . W I-02 i •-� - PIPELINE WARNING SIGN T -VALVE IDENTIFICATION SIGN 4'-0" _B' BLUE,HFAVY EILITY, WINr, -VALVE BOX AND SHAFT EXTENSION f I� CHANNEL POST 2'X 4'X 6" - 4`-0" -3 '" CAST RON VALVE BOX COVER `CONCRETE SLAB !;-2'X 4'X 6" CONCRETE SLAB y ; -1I i i � //,/ 1�11}-NOT GREATER 41 0„ THAN 45' 1 1 ! 1 1 '-HACK FILL- _ AMERICAN FLOW CONTROL TRENCH�__6" ADAPTER OR AN APPROVED EQUAL DIP W/RETAINING GLAND f�_y AT BEND AND PLUG. i/' I, I 4 1 1 t£ -.! >/ 1113 f 4 _f �V'•V IVS � i J-ii �3 'i. Y' 1 3- (y THRUST BLOCK-' t-NOTE: L RL STRAINED JOINT 6" M. J. E(_I_ PLACED ON= COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSFMRLY SHALL BE 95/ AND REDUCER AS REQUIRED STANDARD DENSITY PER A^,TM Df;itft 1 IN -LINE BLOW OFF ASSEMBLY W3-01 'At V. Et l GALV. NIPPLE REMOVE AND DISCARD III'` AFTER. USE 2' MUTER BOX WITH I 1 CAST 1RCIN LID I I SCH. 40 GALV. PIPE I ly RAFTER BLOW -OFF � 11 INSTALL MALE QUICK r N & CA EXIST. GRADE CONNECTIOP y %r .--BRASS BALL BALL VALVE t � 'r• .BRASS THREAD PIPE BRASS ELL-, ,.-MJ TAPPED CAP CONCRETE BLOCKING-, ' (SEE BLOCKING DETAIL). Mtn WATER S' s•lis MAIN BRASS NIPPLE 2" BLOW -OFF RISER i�'V3-03 MJ PLUG -...VALVE BOX AND SHAFT EXTENSION EXIST. GRADE CAST tRON VALVE EJX COVER V 4 J -2'X 4'X 6" CONCRETE SLAB I I - 1 II ,= A?A[RTCAN FLOW CONTROL TRFNf'.H ADAPTER, OR AN APPROVED 4" APPROVED--' E EQUAL PIPE MATERIAL ( I MJ TAPPED CAP I. f" pp WATER i • L �nr yam{ 1 II MAIN THRUST BLOCK- 4" M. J. ELL PLACED ON UNDISTURRE17 SOIL 4" END OF LINE BLOW -OFF W3-04 1 N(ITF1 I mr rot YFTIIYT Et r WRAP OR TEE AND PLUOc erHEDL k r EQUAL BETWEEN CONCRETE & PLUG ID 'THRUST' C I A'VOLUME TO PREVENT CONCRETE FROM (nI (t-. I(it) tttr (c-.) STICKING II( " _ TO PL_ �. 4,6,$. 51 1.5!2.5�0.3 10 12 1 3 F 13.5 0.6 00 THRUST i+Y t i I a o f THRUST i-- ram;,..._ _ 0c a 1 v c �L� I � "t 1 v ��'•a 1� m I \ I k y POUR ACAINST POUR AGAINST - UNDISTURBED EAT*:Tit UNDISTURBED EARTH TEE THRUST BLOCK PLUG THRUST BLOCK TH RU.ST�IL4G1rN(LTE��, 1. ALI_ CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2- ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK. DETAILS s-POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS-7 1 TRENCH WIDTH _J WATER + 1 - r- T` �\ i PIPE 4 t X F THRUST nl ji I . 1 ... �/ ii j� 'T' PIPE ,\J_ I JOINT ! I •��-{{��-, 1 0 ! ILIA. `f C -" POUR CONCRETE = OOK R OUTER' AGAINSST UNDIaTURBED EARTH SECTION X-X PLAN VIEW H0Pi7ONTAL THPUST BLOCK SCHEDULE BEND SIZE A j B` C I E (ft) M)Ift) tit) G I VOLUME 90, }6s8 r5.0 1.5f1510-9!271 04 2. _, . 1.5 1.2 `4.0 : 1.0 45' fi 8" 1 2.0 12.01 1.510.9 1 1.5 1 0.2 �10,112"J 3.5 12.51 1 5 ! 1 2.2 ' 0.5 1.5 , 1.5 1 11 O,R 0.1 2.0 . 2.5 1 1-2 00,121 � 1.1 i 0-. 6 8" 1.0 1.5 1.5 0.9'' 0.4 1 0.1 11.25' 10,12' 1.5' 1.5 1.5 1.2 10.6 0.1 TYPICAL HORIZONTAL THRUST BLOCK IW2-00 NOTE`'. 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 3 SERVICE END WITH METAL "T" POST D BRASS CURB STOP- - w WITH PLUG (REF) PART BETWEEN THE SERVICE SADDLE AND THE CURB STOP FIT AI F RI UE. FOR SINGLE SERVICE OR BETWEEN THE SERVICE _ SADDLE AND THE. WYE FOR DnI16LE SERVICE_ 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN t 1 APPROVED EQUAL. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR;,. ALL CONNECTIONS TO BE COMPRESSION TYPE. 4-MIN - - - -t- - TO PRESSURE TEST LINE IMMEDIATELY AFTER THE .- STREET CROSSINGS HAVE BEEN INSTALLED_ 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE M.NN LINE CONSTRUCTION. r., VIEW A -A 0 DOUBLE SERVICE --CONC. CURB & GUTTER ^ A / '� 2 a+IJ. �• MAx. BALL VALVE - PAD WITH PLUG '- n ' (2 FOR DOUBLE SERV.) i APPROVED SERVICE SADDLES 4' MIN. ` FOP. DUCTILE AND PVC. OR �. "/ TAPPED TEE A, �CORP STOP r' TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE 1" TYPE Y. C73PPER TUPIN!` tz`INC.LE- SERVICE) (t FOR DOUBLE SERV.) ` 7-1/2' TYPE K COPPER TUBING (DOUBLE SERVICE) \-WATER LINE " (SEE NOTE 1) STATER CROSSING w2-01 METER SWIVEL NUT OR NIPPLE , ;- METER Nn TES1 Ai,J t IT"TOP - BOX ! fI 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. J 2. MATERIAL USED SHALL BE A:, SPECIFIED OR AN �s- - APPROVED EQUAL- '-<< `-WATER 0 METER 1 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE I INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4- MIN.- - - - - -Y- - 4. EXISTING METER BOXES ARE TO BE REMOVED - THE NEW METER BOXES SHALL BE OLD CASTLE. - VIEW A A DOUBLE SERVICE %�' I" „ s � ANGLE STOP-,, METER NUT SIZE FORD PART NO. -- x 2.5" Long ry 3/4" x 3" Lonq �� - C38-23-2-5 C38-23-3 _ 3/4 x 12" Long I, C38 23-12 T' x. 6215" Lang T,C3-,, 44 > -6_5 1" x 8.5- Long C38-44-8-5 1-112" Meter Nipple _ 1! 1-1/2" Meter Bushing 11 C38-66-2-875 88IM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 WATER METER / LMETER BOX l METER SWIVEL NUT OR NIPPLE j A -1" NLIMEX SDR-9 200 PSIPIPE (2 FOE, DL'1f!C-.'CE SERVICE) /f \-1-1/2" X 1" BRASS WYE O FOR DOUBLE SERV.) WATER SERVICE RECONNECTION (W2-0_2 ORIGINAL GROUND ---- IN FUTURE STREET r SELECT MATERIAL 2'-0" MIN. MACHINE BORING 2'-0" MIN. AREA t PLACE METAL DETECTOR MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF TAPE AT A MINIMUM OF 24" (TUNNELING) E NG) ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) OPEN CUT , OPEN CUT ABOVE TOP OF PIPE INCHES IN THE LARGEST DIMENSION), COMPACTED TO A LIMIT LIMIT MINIMUM Of' 90f. OF MAXIMUM DENSITY AS OFTERM!NI D BY -..--- WIDTH OF PAVEMENT ASTM U696 (S1A)JUAI(U) AT A MOISTURE CUNTEFJf WITHIN OPTIMUM TO -47 OF OPTIMUM UNDER NON-STRUCTURAL ---=.�:'<,- zY� AREAS Ce... YARDS, PASTURES, EASEMENTS) AND TO A Y- +A) SELECT MATERIAL MINIMUM OF 9RY OF MAXIMUM DENSITY AS DFTFRMINFD E i;'`U" MIN. -..., SIDEWALK MA'f BE fi1__ ... •:...`.;.... ._. (B?(MANUALLY BY ASTM' D€9a. (STANDARD) AT A MOI'•.7L!F7- CONTENT VJIT7-RFJ -- OPEN CUT OR BORED OPTIMUM TO -41 OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. 1' CON501-IDATE - _ AS DIRECTED BY - - THE E'TIGINEER h F r AT OPTIMUM Q GRANULAR MATERIAL MATERIAL SHALL BE STEEL CASING - MOISTURE`) BANK RLII RIVET( SAND WHICH IS FREE AS FET](Jlf'EP CARRIER PIPE 4 OF DETPtNtENTAL Ofl?ANT!TfES OF CLAY. DEFPIS, OP nfYCAtNC MATERIAL AND WHICH, WHEN TESTED BY STANDARD NOTrt fi.- LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS; - UNDISTURBED SOIL 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING _ i PIPE MAXIMUM LIQUID LIMIT45 SEE CITY STANDARD SPLCII ICAJTON IOR WAILP AND SLWEF? ;. O.D. MAXIMUM PLASTICITY INDEX-----__--- 15 LINE CONSTRUCTION. MAXIMUM PERCENT PASSNC NO, 200 SIEVE--- 3. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. " G" MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL APPROVED BY THE CITY ENGINEER. OPTI(?N NO. I NOT ADHI RE TO FORM A BALL WHEN PRESSED IN THE. HAND. TYPICAL URBAN CEMENT STABILIZED SAND CITY STREET_CROSSING _ - - W4-00 ORIGINAL GROUND OR --- PLACE METAL DETECTOR NOTES` 1. FOR BEDDING ANO TRENCHING WITHIN ALL PAVED AREAS MACHINE BORING - " - --- --- --- - - "-- I CTUPNNFLING) BOTTOM OF SUB -GRADE / TAPE AT A MINIMUM OF 24" SEE DETAILS FOR OPEN CUT STREETS. I SHOULDER -7 St IOULDER IN FUTURE STREET AREA it ABOVE TOP OF PIPE 2. Allbedding & installation of PVC pipe sholibe in accordance VIES AF1ES to ANSI/AWWA SFa(dords for PVC -Pipe. ;- 3. All bedding & installation of Ductile Iron pipe shall be in WIDTH OF PAVEMENT 5'-p" accordance to ANSI/AWWA C150/A2L50. 2- H ; �, A 4. Compertion shall be attained by mechanical tamping. MIN. MIN i - SELECT MATERIAL S. Relative compaction shall be tested in the presence of the City Engineer. _ - rJ CEMENT STABILIZED SAND 6. Dust resulting from the Contractor's performance of the work, t 3'-0" BELOW DITCH FLOW LINE. either inside or outside the right of way, shall be controlled by (MANUALLY the Contractor. 7. 7. ARtrenctles back lifted #err O S CONSOLIDATE AT OPTIMUM s#)albe and rIT4V 10VIT1 TJT Plr1-11TI of the end of each working day. Y T T f g j CARRIER PIPE 4 MOISTURE) B. - - - See "Open Cut Details" ST4 D0. ST4 01 & ST4 D2. STEEL CASING NOTE: 4" i 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING RIFE - '- UNDISTURBED SOIL SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2_ STEEL CASING SHALL BE AS SPECIFIED IN THE TECNFJIC AL SPECIFICATIONS. \ `= 6" MITI./12" MAX. 3. DRY BORING IS REQUIRED. BEDDING AND TRENCH FOR DI PIPE OPTION NO. 2 & PVC PIPE WITHIN NON-STRUCTURAL TYPICAL RURAL STREET CROSSING OR NEW PAVED AREAS W4- 11 W4-02 NCARC.ST BELL- MAX M/L( E'E" TYF._ MA} _ _1v i _;.6'S" T'tP.-, 6-8" 1)P._: MAX _I } GENERAL L NOTES: STf�LICTt1RAi C;AtKfiLL AREA INCLUDES JOINT (TYP. --->r-- -_- -----�r- -->- i ALL PAVED AREAS (SIDEWALKS STREETS,ALLEYS, 1" MAX EA. END) 1 { I crR. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER DRIVEWAYS,AND PARKING AREAS) AND SHALL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY EXTEND5'BEYOND THE CURB LINE. STRUCTURAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL - BACKFILL SHALL BE CEMENT STABILIZED (OPTION - - - /. B. (. _ GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE CRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS NO. 2 IN W4 03) OR EXCAVATED SOIL COMPACTED TO 98/. MAXIMUM DRY DENSITY AS PER ASTM D695 `� ^ � � h SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR. DAY,c OF WITHIN OPTIMUM TO -4l. WET of OPTIMUM ,, _ -s" / TYP-1-. i t 1 k�:- 1` MIN: 0 k„ 4 LAST OtSTLtRBANf:E. (OPTION NO'. 11N W4-02) -STEEL CASING CARRIER PIPE t APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED � - CASING SPACER DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY F /0.�' / PAVEMENT AREAS 1-PC. PULL -ON WATER- CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE C-ROWTH IS ESTABLISHED AFTER CONSTRICTION IS, �� TIGHT NEOPRENE END - •-ADJUSTATLE TOP RUNNERS J SEAL W/ STFN. STL. : ` TO MAINTAIN V MAX CtR. COMPLETE AND THEFT REMOVED BY CONTRACTOR. - B/C CLAMPS "APS" OR 30 ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OFMAXSTEEL AFTER EVERY RAIN. SIOEWALIC'T I-AgNr, �f'AerR.S RAND CLAMPD CASING 4-RUNNER MIN. (TMU 24'DIA At SPk44GLINLESTABII_ OR 6-RUNNER MIN.8" WIDE BAND STAINLESS STEEL (TYPE 304) lOv"AT OF VEGETATION MAY BE A WARRRAFJTY ITEM.CASING) 5SILT 'NOTE- (24"-42" DIA. CASING) 5TAJNEESS PROVIDE 4 STL TYPE304,13" WIDE BAND ! *� NEOPRENE INSULATION SLEEVE RUNNERS AT W/ PMYMER RUNNERC CENTERED t.a i BETWEEN PIPE AND BANND RE TFRED (.':EAR ON; BOTTOM �„�, � STRUCTURAL BACKFILL AREA TRAINED RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) INgULATED; "APS, INC MOD SS18", "SMITH-BLAIR. MOD. S51" OR CASING DETAIL "CASCA(}E" W 4-a -- - - --- -- W4-03 con � w Q w � w � o � Q � EO CITY OF BRYAN The Good Life, Tents Style.' DRAWN BY: C.L.M. DA]L: 01-01-0/ SCALE: N T S APPROVED: W. P. K. FIGURE: %M/� SHEET 1 GE 1 MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY RE REQUIRED TO STARI_17F FOUNDATION. Im .I SEMONA -A ST._uNDARD TEE :1 24" MiN. 1 '/4' MIN. ' VANES CEMENT STABILI SAND AS SHOW h I ANLiAr<:U- W 3" L ; 3 VARIES IL ' I:r_ •..,V W(tEJ 50° BEND- 90` BEND 6" MIN. \— WATERSTOP-PIPECONX 4 Jr C. EPTH` MANHOLE ADAPTER SE, •us,n Tsc> Tt-,wtr e ,- ec_E wa-, as ea ;goe ^,R .",f'r c'nVEn EQUA-1 . SrhANI)AIRI) DROP MANHOLE. r` ^_ I F 91 CI_!T AT PI ! n FI 'eRl^F _(MI RtSTRAT4ED JOINT FOR FORCE ZMAINS. 1 S 1 -0 PVC TCL t: -I IY� ITH HA F t tit, r •.: W I, Sao,. r SAS I AN_PLIV- t MH CUT OUT OF IT - TO FORM A. oEE DETAIL (STD) FOR DAM HALF THE PIPE DIA, i CONSTRUCTION OF MH k i N S ^� SEE 'PLAN OR PROFILE FOR PIPE .NV FV E SMALLER THAN I SIZE TYPE AND �L � PiPE INLET i a 1 3i 4 :TAiNLC ±' IduiJ'U1-- _ . _ EtL �rrJi1--6 (TYP) .5/8" STAJIMLESS STEEL- � � -4" ELBOW POITS, WP :! FYAArc,I(+I /� r, ANCHORS ' (TYP) k GROUT IN PLA 4�T,_,. TOP OF LARGEST PIPE IN MH SEE PLAN OR PROFILE FOR I - J SIZE, TYPE AND INV ELEV --CHANNEL FORMED 114 CONC. Bi IN SI1)E DROP M �NHOLE rl(1TF,,. 1. A MAX. OF 4 AND A MIN. OF 2 1HROAI RINGS 4- MANHOLE LOCAHUN AND COMPACHUN AS I ULLOWS HALL BE USED AT EACH MANHOLE IN NEW I OCATiON OR EXISTING RIGHT-OF-WAY. LJM' N + LI,EA+1 _ PAVEMENI------------ u8 % 'TANDARD PROCTOR - A'=TM 1, scup. NA L 01i APPWOVED L d Ji,L LAfJUSCArE AREA -------- 90 % STANDARD PROCTOR ASTM D 698 BETWEEN RING/C;OVER,AUJUSTMENT RINGS AND CHIMNFY OR CORRFI /CONE SFCTiON. 5• NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY FI;)111)+Yv`;• ( (.4 rI 111i11 AiN:=, <m AE.:r.v`, frt .;t..�i.;r,�IRATE I MANHOLE DEPTH (fT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND i FOOT ABOVE ---------- THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, ANU OVErt --- ,lVENTED WHL IF RL.O.UIRED, 7, WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STD- DUCTILE IRON MANHOLE COVER -- AND FRAME (30" 01A.OPFNiNG) —y— - OR EQUAL SEE NO 1 E 1 SEE NOTE T. —� I DIA.1 MAN!-ie DI I:a/��N �E .SIZE L 4 `T 5 FT 6 FT _>36in. SEE NOTE 7 i h„wearx:l i (- SEWER SIGN' E f MANHOLE SIGN— (''LL DL I AIL S3 0- 3' MIN. PRECAST REINFORCED i 6" r Ih _ r ( / CLASS r:i 11 ,- - 1 ! l I i A h1C:. ` i wZiE s I S' �-n't;RFfN,HEAVY f)t1Tr VAH E _ � rr (SEE TABLE) •- • - BACK FILL AROUND MH SHALL �: VAR1F^ 1' � c P F VARIER WING CHANNEL POST �! RE A_• PER tIQT� 1 . 1 1 \ de SEi. IAA r i° RUBBER -CASKET JOINTS INSIDE AT ALL JOINTS F IN FRT - 5/4 DIAMFTFR OF PIPF I^rtAx ° w q P1 UG' ,� 1 6" MIN, i U _ .4"- aN } BASE WATFRST )P-PIPF+' ONY f pan«.lu •+ r •,rt. Tee rry R„ n r. F',,, OR APPROVED EQUAL. WAILRSIOP-PIPLCONX� j,i _ NOTE: DEPTHS GREATER THAN 1�' TIED TO WALL AND BASE. (2 REQ'D) MANHOLE ADAPTER SEAL, WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. Ls4 BARS, 8" O.C.E.W. REINFORCING STFFI IN THE (2 REO'D) NOTE' DEPTH`' GREATER THAN 12' Pqc;� W71 ! RF0r!1f%F ? MAT"' OF REINFORCING STEEL iN THE BASE. C.A.S-FINPLA CE JLINHOLE PII1-GAST.MA11'Ht1LE STANDARD 1VUNHOLE S I-02 NOTES; I ` 1 t" DIA. "'TARTER I T 97 n71.1.1 I n T! !Rot IT_II MlnlI or, 'PIPE U.D- EXISTING MANHOLE SPACED ;:PART CENTER TO CENTER. 4" REMOVE INVERT AS RENEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED --- AND NEW INVERT FOR NEW E -PERIPHERAL LIN E NEW INVERT SHA LL BY - A CITY INSPECTOR, THE CONTRACTORSHALL �HAL L BEGIN IN REMUVI NC "ST PT P" I10LCJ HAVE SMOOTH TPANctTlnaTHE CONCR It INSIDE. IHL PtHIPHLRAL "SIARIER" HOLES. '=E - 1 ALL f rr• _ ('rL tnTl^ CTCi_')L•amoEvU'Efu,IIr�F r nTF r RiT! FYITf.0 fFAT FFfi< � _ S REuL IREL t i \ 2. THE NUMBER OF KEBAB DOWELS SHALL VARYWITH SIZE OF i 1 OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. _ 3 S ^ I - .-I. ram\ WA-fER TOP SHALL BE INSTALLED iN S-T Ri%:T At, ,,URIC A)JC'E WITH / 1 rtL3rn �r r,L ,i snr u T ,. OI V _-, A I G, DCTAIL „F...."uREP� �F.,.,, E,vT 4, CONCRETE SHALL DE 3,000 r.S_I- t,'Ur-iZLiL 1'-1i,� `:YNKO-FLEX PREFORMED �� I.,F •'" `I —W' TIf' ,Si?1 If -; :f 71 hru TFR i WA F R ;1 OF, ON APPROVED VARIES Y3 REBAR (14" LONG) �� 1'-U" EQUAL- (SEE NOTE 3.) 1 EMBEDDED ANO 2", CI R GROUT ftiNK EPDXYED INTO M,4N110LE \ WAILRSIOP i�IPEtONX (TYP.) {�f'ROt1T. WALL _ . (SEC NOTE 2,) PrFW INVERT i I 1 •`-, f MArvltutL A1)Hr IL.i< `=LA v Ar (_2 ri vvLu PPF 011' \B-1 PLUS 18" EQUAL. REQ'D) PLUS 1 +R!`-• �,� 1Tlf tLthr WATERSTOP-PtPFCONX 1 }r•;r_)N'l (-.T'0N1 r_TA1 rcr"J L " N V MANW), r AOAP I I R ` F?L /.._I IVIA1,411t:_i_ C.C)NNCCTi("tj C)CTAIL \i7.1/ OTT' .APPROVED EQUAL. — - (2 REO'D) e STANDARD TNIANH{ )LE TIE-IN c: i cINNECTiON c)ETAiL SECTION VIEW � NO 1 L 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN, SLAB ELEV. MUST T 6� ET TO ALLOW SANITA RY SEWER SERVI CE. MARK EACH SERVICE E END Nr7 METAL C „T rARIT n GREEN. A- ,LL 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. W/PVC CAP L ^, (SEE NOTE 3) r r+rI-r 'rv� ,t (a,Tl.I � I PVC CAP' (SEE NOTE 3) (1 J �1 PIA AT `„t'F NOTE � SIDEWALK ! ,r-SIDEWALK \ \ ,I - r / / � �"- , + %,:..ter-c-rr-„ .-r.-�--r•-`: - i r -S.;A` MAX, ON A;. 1)E:ti1GNtI) (SEE NOTE 1.) 3,5' MAX. OR AS DESIGNED ' 1 �S NOT WATLT, LINE ! (SEE E i.)� 111 PVC: (SEE NO It D7 � 1 I \\ DESIRABLE L PVC _1111\1`. jvc�_ Li STU 45' PV'C BEND / 1 I EE 'WYE SERVICE F 11 11NG ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8' BEND) LV/GASKETS L1,0% MIN. ,SEWER LINE }TI, PVC COUPLING PIMITILE SE*WrER SERVICE LINE CROSSING S3-00 — r nprl I{7 o,qn n n i NOTES. 1. TURNISI I AS SHC I". PLANS AINIDA4- F A s c TEXT -� 2.SIGNS TO BE CON;: 4 BARS WARNING, ( % I_ _ , FROM 20 GA. STEEL B, ,KED ON Ill _7 FURNISH FINISH. L ENAM F N E 5 U 5 ONE 10" (Iy i,iNDEk) Rti(iM1iEl tiEWEk jI hN£ Si(N AND ONE POST CONTACT THE CITYCONCRETE ENCASEMENT4 BEFORE EXCAVATING I ACROSSCii OPENNHOLE FIELD t AND AT OTHER { 1 NEAREST BELL JOINT (TYP. EA. FND) CARRIER PIPE - " CASING SPACER I -PC PULL ON WATER TIGIIP NCOrI•CNL END ,LAC Yr'f "� i i'J. f L r 10 MA;Ni i iv,H 1" MAA , CLAMPS "APS" OR r ao MAX v" J r r tr.It. _AILAMP x 4-RUNNER MIN (THRU 24' D'A AT SPRINGLINEI - - - MIN. /' — 8" WIDE BAND STAINLESS OR 6-RUNNER STEEL (TYPE 304) ( 4' 4 CASING) S. 2 2 DIA.STAINLESS v PROVIDE 4 `- STL.7Y['E304 WiDE BA,•D - _-� ``-NEOPRENE INSULATION SLEEVE IV/ POLYMERHNUNNILHS ,UI.E.REI,. RUNNER;'; Al. _ f 'I, UR NON -CENTERED; CLEAR BELL, FiOTT4)M F RESTRAINED FROM FLOTATION; POLYMER RUNNER (TYP) INSULATED "APS, INC„ MOD SS1S", 'SMITH LLAIR, MOD SST" OR C STT(-'( D�+'TAIL f �j f, "r1ASC. ArIt" 11 �T L T�l (i UNN+ LiNG) OPEN CUT OPEN CUT LIMIT l�1 M7T WIDTH CF PAVEMENT ! , 1 1 i , SIDEWALK MAY BE o a U AG DIRECTED BY STEEL CASIN" THE ENGINEER G AN h'tUi fit?L0 CARRIER PIPE- 1 FOR -MORE iNFORMAiiON ON WATER AND SEWER LINE CROSSiN(; SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONS t RUC I ION. ~TELL I.7ASiNG SHALL BE AS rrl IFfEII IN T:HE Tr .3. OR I E'c_ .iNC ,PREFERRED. WET „OFfNG ALLCI _ APPROVED BY THE CITY ENGINEER. WICAL URBAN CITY STREET CROSSING F S3-02 (iUNNELING`' i Sc r\�3 1 Creak LOCATIONS AS SHOWN ON PLANS. YELLOW - Z f T-� I FURNISH SAME NUMBER OF a i F31al.tcf.h.bl,)fJi) i .,, rgncr.IT p}[; rnc• r .t'.'.: � INSTAI 1 ED IOM+TTING MANHOI, F MANIHOL,� NUMBER ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) I h,jf } t I HctI11DFP, SHOULOFR ! Aat RiEc i. i\ . I WIDTH OF PAVEMENT 5'-0" i j MIN. MIN. Tt; 7„ r. PROP.SANI I AR /X { \j SENSITIVE NUMBERS - r � r / A, SEWER i tNF i TO BE ADDED AFTER 3' 0" BELOW DITCH FLOW LINE. BARS - j'- 1L" U-C.E-VrT, `�`\ \ WH! 10"—�1 BASIC SIGN HAS BEEN - x / � .'J ..A 6" f 1 CARRIER PIPE-/ STEEL CASING 4'CENTERED OVER PIPE TYPICAL CONCRETE t 1! 1[ tl tl Al '% l T It /!- i A J I l l j 1 NOTE FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SLWLR WARNING A-N<D I SEWER LINE COrJ ON- :EEL CASING SHALL LL BEBE AS SPECIFIED iN THE TECHNICAL SPECIFICATIONS- ._. Uri BORiNi, IS REQUIRED MAN,L-NH_OL_ E IDES TIFICATION SIGN I TYPICAL RURAL STREET CROSSING S o 5 S3-4)3 (SEE NUit 3) 2.O' ))IN cIr _ 1. WHtF{t L L J_LL W Yt St+± !. _t _ t ELEVATION n IS LESS THAN -7" ji.rn 1 4 i BELOW w P r�, r, as s CURET, I.,-. i- MIN- SLAB CLCV. MUST (SEE NOTE 3) 4 1 7I a BE SET TO ALLOW SANITARY 0 Lu SEWER SERVICE. i ELJ 2. MARK EACH i SERVICE END Wi T i } $ 'rv1L'1 f!L T P,3a7 riul'i1LU {,j1i.LLi"_ fj (3 3. ALL MATERIAL SHALL BE ASTM\\\\\\\ g I o D3034 :;DR^6 AI CASKETS - AND -WILL BE INSTALLEDBY; THE PLUMBER AT THE ROWS\.I For, EACH SERVICE. (TYPICAL) SLL N,JIE 4--'�r PLAN ,. W .I, _ , ,L i r= VARIF^ -� „ Li 3.5 MAX OR AS DESIGNLD"� (SEC NOTE 1) (ti:EE NUIL 5, f I STD.45" BEND I STACK Tf;. 45" RfND ITF TEE WYE SERVICE � W I E AND 1/ e BEND) DEEP CONNECTION PROHM R-O-W OR EDGE OF EASEMENT- tom-' VARIE`:. (SEE NOTE 1.) P (4FL N(.I4 )Y-' f .. { r . II ei �t \ r i 1L \ SEE NOTE 4- 11„ ()QTFr WYF SERVICE FITTING (SEWER TEE) .STANDARD CO.riATMONPRO YLE SANITARY SEWER SERVICE CONNTECTION S24 )0 NOTES: 1, H PIER - -CONTINUOUS EAU, t �HH�L 6E COMPLETED IN A SINGLE G E POUR. U 7.,cotT.acTOR SHALL CONSTRUCT RUC: CONCRETE PIER TO A MINIMUM DEPTH OF 6 OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED 'I. ALL SH;-FTS SHALLF c•- E ,.Eh „L LI , LU!ME JI ._{".' 2' TOLERANCE 5. ALL INFORMATION SHOWN IS CITY MINIMUM- ALL PIERS SHALL BE DESIGNED BY a PROFESSIONAL ENGINEER,. .. ALL `Af7 t.A1RE .vim 1 .v:LL.,} .E+_L. '_ •—#4 E3AR HOOP`-._ PiER DIA. AS 12" O.C. ON .. ... -PIPE O D I 1 3" CLEARANCE �� ` hA}N1NM9.9M 8 -� I I u c•, I I � -- +1_., i I I I 2' MAX. I VARIES _ A o a � PLl4N PIER £r}AMETER VERTICAL STEEL #5 BARS 14 z4° METER BOX OR STANDARD D D CI FAN -OUT ROOT ++1 GENERAL :MOTES: ! _ ETATK(N AND GRAS,�, L ., ,- EN BArr GRLA, PRESENT, T, BLQ I" _OD WILL BE REQUIRE1 ,RE H ':-•SHALL BE SFFnFD OR SODDED WITHIN 14 CAI FNDAR DAYS OF I AST DISTURRANCF. i APPROVED EROSION CONTnOL MEASURES MUST BE INSTALLED DURING THE Liv-0"iL �aL Try r'+.;=.'IN riF�; {i , bAFLL: '•:1. ..'-fJ I� TI ..•i A.NL' H.4i_L STAY" IN PLAC E UNTIL ACCEPTABLE VEGETATIVE I GROWTH 0 n S ESTABLISHED AFTER COINSTRUCTION IS C0kjPI FTF AND THEN RFMOVFD BY CONTRACTOR. _i GL• I J l iilK i<'s; At : _.:r,' - - - r I�r ..It,: "_. _ ` _ -co DIP OR PVC �� r �`� EVERY RAN. �• � FOR EARTH, SEE BEDDING AND TRENCH DETAIL ES i AbLISHMLN 1 Ut VEGE I AI IUN MAY BE A WARRAN I Y HEM. EM. t - =H 'rN RE06iRED CEMENT GTABILIZEr, �/ FOR ROCK, CONCRETE SAND AS SHOWN, rl , lr NOT LESS THAN 3" 111 f 45' BEND STANDARD CLEAN 01-Tr F'OR MAIN LINE STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVLWA1 a AND PPRKINU nl<LAS) AND ALL L 1 I LNIU „ uL Y ONU I I IL ''_UHL3 LIiNL ., 1 AL BACKFILL SHALL BE CEMENT STABILIZED (OPTION / NO. 2 IN S2-02) OR EXCAVATED SOIL COMPACTED --B/C TO 98 MAXIMUM DRY DENSITY AS PER ASTM D698 'r `�— /, / J U,A1THti'+? r?PT!,�(1. ),' T^ , A ' WFT t1F np71u! )N;4 "TPTION NO. 1IN S2-02) ¢JGwP�'i _ PAVEMENT AREAS - .\ ! STRUCTURAL BACKFILL AREA S2-0I - - I S2-03 V SELECT NATIVE MATERIAL --- --- ORIGINAL CROUND IN - MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF / FUTURE STREET AREA ROCKS. LUMPS, CLODS, OR DEBRIS LARGER I HAN i WO (2) iNv ;HE.S IN THE LARGEST DIMENZAUN). C.OMPAi;TED TO A MINIMUM OF NU i)F MAXIM(;M DFN ITY A:, DFTFRM,Nv0 HY---- ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4 / OF OPTIMUM UNDER NON-STRUCTURAL y ` - SELECT MATERIAL AJDPA.e !w YAPr)S, PA - T V77, -,.-) A 6„-12„ \/l Ail\Jl- I\A r,C DF AA MINED T 1 f>=t r.'APt+)ALL ,• BY A IM 0698 {STANDARI,1, . I Aw,-li:_; c ,rdTENT WITHIN )NSOLiUATE OPTIMUM TO •4% OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM PAVEMENT AREAS. `< i 1 MOiSTURE) 4„ MAIE.RIAL SHALL BE BANK i:UN RIVER SAND WHICH iS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC UNDISTURBED SOIL PIPE I MATERIAL AND WHICH, WHEN TESTED BY _STANDARD i APORAcTORY Mr T Hc, :`> MEET THE O " F } ! Ct.Yit•i.; RFCi)iRFMRNT PLACE Aa t + AL Dt'r f�r' i r5)J PJ1tL .r.�UM ".. UIU Ii,n ! 45 ,;,".,., .:;:..�-.':.. � _ - TAPE Al A M1r�IMU a� OF 24,. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT NT CE PASSING N SS NG 0, 200 51_F VE 5 3 MINIMUM PERCENIT PASSING 3/4" SIEVE100 OPTIa I - THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL. ivo. STEEL 4" WIUt_ X 3 u' T11iLt ` T" ' � LLL � ,cAF (PRIMED & PAINTED) FORMED TO PERMIT SNUG TICHTENINC, OF PIPE WRAP WItH ONE `'`� P x 18" GALVANIZED STEEL LAYER OF TAR FADER TO PREVENT BONDING �Jrrr�a. f / ANCHOR BOLT SECURED TO VERTICAL REINFORCING STEEL i. LJ VERTICAL STEEL AS PER TABLE � r u. 7.'•�°1°'1 I•i " i POUR CONC. AGAINST i Lam'• II Nr)i :TUBBED EARTH !:'iK I' I INTfr, Hf11F TYPICAL CONCREXE D RI I J _FD PIER FOR AERIAL ,SEWER NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE &PVC PIPE S4-00 2" 151mm7 LETTERING LETTER1hC STYLE: BfH N T ...�.,MA -- -_ i i _ (A_JSELEUF MATERIAL � `C) CEMENT STABILIZED S N^ Con - - B (MANUALLY (r 1 CONSOLIDATE � lr AT OPTIMUM �\`� i MfeIST(lRF1 PE ( k� UNDISTURBED SOIL R O.D- "-L „ 6 MIN./12" Max- I! C,lM N1'T ;N0) 2con NOTES' T l 1. FOR BEDDING AND TRENCNMh.: WiTH/N ALL PAVED AREAS, SEE DETAILS FOR OPFN t - _,`T STRFFT S Y� r�r'-' ,. i � JI I:iLL iiL .t. L HIt1.�ii'H9Y V"r iz. ,J i. bIVf11 `.V.J FOR rVC rIPE. 1 ALL BEDDING & INSTALLATION Of DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. COMr_,CTtON SHALL L,c ATTAINED U I MECLIANICAL TAMI INC. 5. ALL TRENCHES ,HALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF T� EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02, 1 O S2-02 11 " [25mm7 DIA IN. 4 , r. HOLF... CS iMM] c ITY OF 81tY RtY.' / _ 1" 125mm7 DIA HANDLING HOLE r -, .D �DIA 5m r=,mmI I cT nTSr _ 3r1fi184I 1Ewr•r I.A II ft .t ..- STYLE BOOKMAN OLD { 1i4" C6mm] DIA { L4CknrnJ J NEOPRENE GASKET �1 4 1/2" (27 P1CKt AtiS' I / Till i I114rs m7 � • Ax� ,. C6MM7 J I� 30" DIA 5 2`9/16" � [762mm7 CBmmmm] 165mm] 3S-75I16" DIA E862mmT \n/ tiu35mm3 r ,X I?I' SECTION I 1 N .J �rT r„< i rI,F 1,C, _ I I - - rul'� 'INC' r^ )r T BOOKMANrOLD /STYLE C B C11KMAN OLD STYLE MACHINED 1 EC SURFACE .RFA,.0 E 5/8" -�— iT"] 1-t12" C16mm3' 138 mm] 187 / r/y / V�12-3 2 - f J ti C73 mm] R 1-3/4'-/' L1" DIA X 4" LG ER44mrn] H.R.S. ROD GTl TIS SLfTION PJ"MAPJ FT41I RC17TOAI TVIV ST,kND,*%Rl) MANTHOI .E OF COVER RING AND COVER C DIVC H1.1': LMOYti' 14431-338" DIA - a I� 60 }/T" 31,1.., 1 'ntmm10iA. ID OF GROOVE C24nrrn} ti� 32 i/4 DiA_-- L 25 C819mm7 y ,J C6mm] 5m 3O" DIA � 1 r�38rnm] 4" r`,mml 1/2" / 111/// j I C13mm] L 2 mm i f €762eTrrr C102rnm] � i / 3rrtnt7 ROJ,T IJt J.ESEt `TK3%" - -/ ^•1-3I4" I" (25mrn) DiA. fR44mml X 5 1/2" 17140mm7 -J`[82�mm5'!A 1-8mml 1.11,4CHTA_rT GR0Y1l OVE FOR :--33;��77^1 `'9to GASKET t'RO _L'r f. M GAS 1 ✓•YrrmT DIA. i 1 I 1IJ; E�#IF. Pit h l3 AR DI 1 I [1 C767rnrn7 Ca" C38mm) 1_1MAIESMIYON PNEOPRENE GASKET T t MACHINED SURFACE jjj 2" [:,'brim] LE I ILeING 03mm] . LETTERING STYLE: GOVERSECTIOAT Bookman Old Sty)o !12" [51mm] LETTERING I •,,.\ _ _� _�/` Rti_Eti7ED Fii95HE0 ♦ J"''"ryt4 (4) 5/8" 11 NC X •"' LZ✓- - (4) 5cc' 11 NCc X 2" C.G -' HEX SS CAP SCREWS 'J �% HEX CAP CREWS ?: NARROW 71NC PLT. & ! �P tv t ' 4 x. � & NARROW ZINC PET. & �1\ ` RUBBER WASHERS f�n .4��, \ \ RUBBER WASHERSTP�' r.; / i J" i_, \. Afn+Cn7fi4;,C �, ♦'\ 1 o" 'I � i i lJf i i i','Ir=rcitJ .7•_ - I 4 1� i 53mm] 1 I102mm] IT 1102mm7 1 �'� ® I I i I v z4azBE a 1}' I I `� �.ctxr,�•.a � it , � � o,,,,,, . i J I i CIA HANDUNG HOLE � if Z r-4 N V J CITY OF BR)-, N Th' G�u, t71a1,• 1• (.,, .SDI,•. DRAWN BY: - iI'_KBAn Z. DS+imm] LETTERING ` -'/ LSirnral]EETZERIN;' r u3:_i; DAI i 9 JI LETTERINGrntyl � PLIV VIL M R07TO f VIEW Rnrkan Old StytF i SCALE. N T WATER TIGHT MANHOLE RING AND COVER r U Y W.1). K MY TILE 1RO)V if 24323 f S4 ()2 F- 1 , ; = 1-- I �1 SHEET`v'?-r U •- L a N O :3 L 0-1- CPO L- C 30 E •L. C Q G)00L (D(0+ C0U) •�a� cr w CL +_ NT}� 0C4-U) N a O ~000) cu 4 •� .0 r- L v +o�E o>o .o� o > U OL C C (0 L a)++ (D'D > 0 L 0 0EO() U • 4- Q) U) L UJ •— T _0C-a) U�� L -o __0 C TO U a C C C +-ao•- � a (0oa)© L 4- ++-oL C C 0 4-0 O L 0) U) .. w0E0 �(n3Z)E w Z) U) L "NzO4- a L: J 1— U = 00 *-+ v X + a a i- o Safety Pipe_ Runners (if required) 1 ' -0" 1 lL �= n C 0 O C 24" Max �r A o 4- Opt i ona i o Step Slope 511 Unit Length Varies Eq Spa at 24" Max -�-�- (�_ Safety ' Pipe Runner ---� PLAN Safety Pipe Runner (Typ) (If required) t- Top Face of Safety End Treatment -2 Optional casting LONGITUDINAL ELEVATION 6" Min - - Q D P a , Reinf to have 1" Min cover :I. D Cement Stabilized 1_ _• : _ KBacKfil edding and •V I 1 MULTIPLE PIPE INSTALLATION EO N OPTION WITH SQUARE BOTTOM SECTION A —A III E w 101 cs) 0 0 0 pIPe D• rp Safety Pipe Runner 4 3 " Galvanized Steel Bolts / with Washers and Inserts LA.- o• o• orI Qc A O o Y44 " Threaded o Insert Q INSTALLATION DETAIL FOR SAFETY PIPE RUNNERS (If required) _teen 1 3 i, GoIvan +zed Steel Bolts Safety Pi pe ' `�- ` with Washers and Inserts Runner Top Line of 7eadled.,-, Safety Pipe Runner o%4Thp a, a FIowiine Insert• , L OPTION A Pipe Dia Safety Pipe Runner o- f4 It Threaded Insert — 3/4" Galvanized Steel Bolts with Washers and Inserts Top Line of Safety Pipe Runner cQ Flow[ine OPTION B END DETAILS FOR INSTALLATION OF SAFETY PIPE RUNNERS (If required) D - b _ D f O/� w� Invert P � D •a . - ,' .. Pam_ __ � "! n .' • '� n ' OPTION WITH INVERT BOTTOM MINIMUM PIPE RUNNERS REQUIRED PIPE PIPE PIPE „ „ MAXIMUM LENGTH REQUIRED RUNNER SIZES I.D. WALL B D THICKNESS SLOPE UOIT SINGLE MULTIPLE NOMINAL O,D• I.D. PiPE PIPE DTA. 12 2" 1711 6: 1 4` -911 No Yes, for 3" STD 3. 500" 3. 068" >2 pipes 15 2 1/4 " 20 1/2 " 6: 1 6' -5" No Yes, for >2 pipes 3" STD 3.500 to 3.06811 18 2 1/2" 24" 6: 1 8` -Oil No Yes, for 311 STD 3.50011 3. 068" >2 pipes 24" 3" 31 " 6: 1 1 1 ' -3" No Yes, • for 3" STD 3. 500" 3. 068„ >2 pipes 30" 3 %2 it 38 V2 " 6: 1 1 4' -8" No Yes 4" STD 4.50011 4.02611 36" 4" 45 1/2 „ 6: 1 1 7' -1 1 " Yes Yes 4 STD 4. 500" 4. 026" 42" 4 1%2 It 52 %2 " 6-.1 21 ' -2" Yes Yes 4" STD 4. 500" 4. 026" (D Dimension "D" is based on ASTM C-76, Class III, Wall "B" thickness. If any other wall thickness is used, dimension "D" must be adjusted accordingly. 21 Slope as shown elsewhere in the plans. Slope of 6:1 or flatter is required for vehicle safety. ToewoII to be used only when dimension is shown elsewhere in the plans. Side Walls and Slab thickness shall be Pipe Wall thickness plus 3" (5" minimum total thickness). The top 4" of void between Precast End Treatments shall be filled with concrete Riprop and shall be considered subsidiary to Safety End Treatment. Clear distance between pipes shall be adjusted to provide for the minimum distance between safety end treatments. D Cement stabilized bedding and backfill shall be in accordance with the Item, "Excavation and Backfill for Structures". Bedding and backfill shall be considered subsidiary to the Item "Safety End Treatment When concrete riprap is specified around the safety end treatment backfill shall be as directed by Engineer. GENERAL NOTES: Precast safety end treatment for reinforced concrete.pipe may be used for TYPE II end treatment as specified in Item "Safety End Treatment". When Precast Safety End Treatment is used as a Contractor's alternate to mitered RCP, Riprop will not be required unless noted otherwise on the plans. Manufacture of this product shall conform to requirements of Item "Safety End Treatment" except as noted below : A. Minimum reinforcing shall be #4 at 6" (Grade 40) or #4 at 9 " ( Grade 60) each way or 6 x 6 - W 1 2 x W 12 or 5 x 5 - W10 x W10 welded wire fabric. B. Concrete for precast (steel formed) sections shall be Class "C". At the option and expense of the Contractor the next larger size of Safety End Treatment may be furnished; as long as the "D" dimension cast is that of the required size of pipe. Pipe Runners are designed for a traversing load of 10,000 Lbs at yield as recommended by Research Report 280-2F, "Safety Treatment of Roadside Parallel -Drainage Structures", Texas Transportation Institute, March 1981. Wipe Runners sholi conform to the requirements of ASTM A53 (Type E or S, Grade B), ASTM A500 (Grade B), or API 5LX52. All steel components except reinforcing, shall be galvanized after fabrication. Galvanizing damaged during transport or construction shall be repaired in accordance with the specifications. -" Texas Deportment of Transportation Bridge Division ---- PRECAST SAFETY END -� A�- - TREATMENT ----;- Precast end r 1 1 � f section ,Y1 ' TYPE � PARALLEL DRAINAGE p � E II 1 I with spigot r - l O a If or be I i end as required --� _ _ - - - OPTIONAL JOINT (Showing joint between RCP and Precast Safety End Treatment) PSET-SP FILE: psetspse• dgn DNc RLW CKe KLR Qw: JTR CKc GAF @ T>':DOT acptcmbcr 2000 DISTRICT FEDERAL AID PROJECT _ SHEET REVISIONS Nov 2001- Added Option wflnvcr-1 P.ottom, oddc-d COUNTY coNmOL SECT JOB HIGHWAY Optional Joint Detail & added Gen Note about riprap. LEGEND C 0 U) C a> a C 4 0 ai 0 C) (11) D Z--, a) -CW C++ 0 L © E (3 0 L 0 a- Cb - n i- 0 U) D C Un n n3 4) Q L 0 - T W -- L W {� I7 0 0 0 L C E 0 c� tea C E L • - 3 0 L UPI a) a �- C — •— I— C o a) w ;; L o . v XLa) (D 0 0 0 a) co c a� -p (L a) 0 n C f4, L L � >f0 C 0 U a 4- L L -0 0 W LEI-� I? -t- -0 I-- 0 C0 0 0 0 � I- -� 0 �- a C TJU { n+ w 0 E C9 7 +-a UL� to cn I D F U -o + Cn UD C -C �- I) F- 0 z� C-)UnU UJ J (Z w J ROAD WORK AHEAD CW20-1 D 48" X 48" (FLAGS - SEE NOTE 1) Channelizing Devices (SEE NOTE 2) e Channelizing Devices (SEE NOTE 2) E v 0 V) TCP (1 -1 a ) ROAD WORK AHEAD CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) --r x r-r Channelizotion devices may be omitted if the work area is a minimum of 30' from the nearest traveled way. x r. r A --a) 0 Q .T X 1 r7 CW20-ID 48" X 48" (FLAGS - SEE NOTE 1) Work Area Near Shoulder END ROAD WORK A G20-2a 48" X 24" (SEE NOTE 2) T Channelizing Devices (SEE NOTE 2) N 0 V) e Channelizing Devices (SEE NOTE 2) 1 1 V) ttd Prjl Is • END ROAD WORK A G20-2o 4811 X 2 4 tr (SEE NOTE 2) V 0 L a) o L _Z�: <r ROAD WORK AHEAD CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) e Channelizing Devices (SEE NOTE 2) Type III barricade, channelizing devices, or shadow vehicle with orange © flags or warning lights. When shadow vehicle is required, it shall be equipped X with Truck Mounted Attenuator. rn x ro Z ROAD CW20-1 D WORK 48 X 4811AHEAD (FLAGS SEE NOTE 1) TCP H -fib) Work Area on Shoulder END ROAD WORK A G20-2a 48" X 24" (SEE NOTE 2) ■ ■ Channelizing Devices (SEE NOTE 2) V) N 0 ■ TCP t1-lc) END ROAD WORK A G20-2o i 48" X 24" (SEE NOTE 2) I Work vehicles or other equipment necessary for the work operation, such as trucks, moveable cranes, etc., shall remain in { areas separated from lanes 1 of traffic by channeliza- ' tion devices at all times. I 100, , Min. _f c O Inactive work vehicle 1i L :u,•�e? 3 Q p' x q X rr) I� i ROAD WORK AHEAD Cw20-1 D 48" X 48" (FLAGS - SEE NOTE 1) Work Vehicles on Shoulder ® Type III Barricade ® ® Channelizing Devices Flag Heavy Work Vehicle [ZQ Truck Mounted Attenuator Trailer Mounted Portable Changeable Flashing Arrow Panel ivy Message Sign `LO F l agger Sign Post Minimum Desirable Taper_ Lengths *X- Suggested Maximum Spacing of Device Minimum Sign Spacing Posted Speed- Formula 10' Offset ill Offset 12' Offset On a Taper On a Tangent X Distance 30 2 L= 6� 1 50' 1 65' 1 80' 30 ` 60- 75' 1 20' 35 205" 225" 245" 35` 70` -90' 160" 40 265' 295' 320' 40 ` 80' -100' 240' 45 L=WS 450' 495' 540' 45' 90' -1 10' 320' 50 500 ` 550' 600' 50 ` 1 00' -1 25' 400' 55 550` 605" 660" 55" 1 1 0' -1 40" 500' 60 600' 660' 720' 60' 1 20' -1 50' _ 600' 65 650' 71 5' 780' 65' 1 30' -1 65' 700' 70 700' 770" 840' 70' 1 40' -1 75' 800' Conventional Roads Only )(X-Toper lengths have been rounded off. L=Length of Taper (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH) TYPICAL USAGE: MOBILE SHORT DURATION SHORT TERM STATIONARY INTERMEDIATE TERM STATIONARY LONG TERM STATIONARY F vl� GENERAL NOTES: 1. unless otherwise stated in the plans, flags attached to signs are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans. 3. On high speed facilities advance warning signs should be installed approximately 3X from the work area or from the beginning of a lane or shoulder taper. On low speed facilities the advance warning signs should be placed based on the "X" minimum distance. 4. Inactive work vehicles or other equipment should be parked near the right-of-way line and not parked on the paved shoulder. Only pre -qualified products sham be used. A list of compliant products and their sources may be obtained by writing or foxing: Standards Engineer Traffic Operations Division - TE Texas Department of Transportation 125 East 11th Street Austin, Texas 78701-2483 Phone (512) 416-3335 Fox (512) 416-3161 E-mail TRF-STANDARDO= i 1 gw. dot. stote. tx. us The requirement for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Signs and Traffic Handling. STANDARD PLANS er TEXAS DEPARTMENT OF TRANSPORTATION Trafflc 4perotlons Division TRAFFIC CONTROL PLAN TCP (1-1)-98 CQ TxDOT December 1985 ON: LR cK: - MT Dw: - DN cK:- MT NEG NO.: REVISIONS STATE DISTRICT FEDERAL REGION EEiIERAL AIH PROJECT SfIEET 2-94 8-95 1 _9 t _ C"TY CONTROL SECTION JOB HICHWAY 4-98 151 a� U. •- L U > 0 a N O Lo+_ O Q L -- CL O •-3'0E L C O a)T0L 4D U) +_ 4- c Cl 0 ULu)C C •- •- w 0.C-_ 0 C 4-- to x 0 O N N L F-LC 00(0 a� U) U Ct-L0 +- O w E M > 0 >>x C"O _0~ U L -0 >, o 0jO0 > 0 L D 0EOU) U U) L '0C—N �•-•- L o C >, (A U o C C C +-Qa•- U) Q Unoa0)0 L 4- -_ +- O L. CC0 0La)to .. a�0E0 crcA3�E i O (n O H a) z 0 4- ar- J I— . I— L V = 00 V) -I-- a s © d� o (See Usage Guidelines) 1' 1 L 1 tt•C UAM Al I uL yr 3LVrC PLAN VIEW 3' , 6' or 9' Galvanized Steel RFD1 TYPE 1 TYPE 4 (SACK GABIONS) 3%4i" Dia. SECTION B-B 3: 1 Max, 3: 1JN Max. .Q "V" SHAPE (Plan View) PLANS SHEET LEGEND Type 1 Rock F 1 I ter Dorn RFDi Type 2 Rock Filter Dom RFD2 Type 3 Rock F i t ter Dom Galvanized Steel SECTION A -A Q cv Flow Excavation C I f shown on f C k :nl�i,�\ , 1 rr/\�Y rfl\1-: rY SbRill}f..�il C _ Y Earth embankment \d A "V" Shape may be used for higher velocity flows. (See "V" Shape Plan below) FILTER DAM AT SEDIMENT TRAP RFDi OR TYPE 1 OR TYPE 2 Galvanized woven wire mesh (for Types 2 & 3) See Note 4 2 1 ^- - - - - i PROFILE 2' Min. SECTION C-C ROCK FILTER DAM USAGE GUIDELINES F, Rock Filter Dams should be constructed downstream from disturbed areas to intercept sediment from overland runoff and/or concentrated flow. The dams should be sized to filter a maximum flow through rate of 60 GPM/FT2 of cross sectional area. A 2 year storm frequency may be used to calculate the flow rate. Type 1 (18" high with no wire mesh): Type 1 may be used at the toe of slopes, around inlets, in small ditches, and at dike or swole outlets. This type of dam is recommended to control erosion from a drainage area of 5 acres or less. Type 1 may not be used in concentrated high velocity flows (approx. 8 Ft/Sec or more) in which aggregate wash out may occur. Sandbags may be used at the embedded foundation (4" deep min.) for better filtering efficiency of low flows if called for on the plans or directed by the Engineer. Type 2 (181" high with wire mesh): Type 2 may be used in ditches and at dike or swale outlets. Type 3 (36" high with wire mesh): Type 3 may be used in stream flow and should be secured to the stream bed. Type 4 (Sack gobions): Type 4 May be used in ditches and smaller channels to form on erosion control dam. Galvanized Woven Wire Mesh FILTER DAM AT CHANNEL SECTIONS OR RFD2 OR RFD3 TYPE 1 OR TYPE 2 GENERAL NOTES 1. If shown on the plans or directed by the Engineer, filter dams should be placed near the toe of slopes where erosion is anticipated, upstream and/or downstream at drainage structures, and in roadway ditches and channels to collect sediment. 2. Materials (aggregate, wire mesh, sandbags, etc.) shall be as indicated by the specification for "Rock Filter Dams for Erosion and Sedimentation Control". 3. The rock filter dam dimensions shall be as indicated on the SW3P plans. 4. Side slopes should be 2:1 or flatter. Dams within the safety zone shall have sideslopes of 6:1 or flatter. 5. Maintain a minimum of V between top of rock filter dam weir and top of embankment for filter dams at sediment traps. 6. Filter dams should be embedded a minimum of 4" into existing ground. 7. The sediment trap for ponding of sediment laden runoff shall be of the dimensions shown on the plans. 8. Rock filter dam types 2 & 3 shall be secured with 20 gauge galvanized woven wire mesh with 1" diameter hexagonal openings. The aggregate shall be placed on the mesh to the height & slopes specified. The mesh shall be folded at the upstream side over the aggregate and tightly secured to itself on the downstream side using wire ties or hog rings. In stream use the mesh should be secured or staked to the stream bed prior to aggregate placement. 9. Sack Gabions should be staked down with f4" dia. rebor stakes. 10. Flow outlet should be onto a stabilized area (vegetation, rock, etc.) . 11. The guidelines shown hereon are suggestions only and may be modified by the Engineer. Texas Deportment of Transportation AWW Ll Design Division (Roadw(7y) TE��P0RARY EROSIONr SEDIMENT AND CATER POLLUTION CONTRIOLMEASURU& ROCK FILTER DAMS EC (2) -a3 FILE: EC293• DGN DN: HEJ CK: HEJ Dw: BGD CK: ,l[YJF 1093 DISTRICT FEDERAL AID PRO iECT SHEET REVISIONS I COUN F Y I CON FROL I SEC F I JOB I H ICHI' AY 1