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Iti...9./..01u..4111111 1/111'i'° • t.019., '1'° 01111111111111 i:...v�?ity..+.i?'d. .?1.,..til6t?.1.i' r A CO O C N a In • -r P': O SCHEMATIC EXTERIOR ELEVATIONS Planning W -I td BRENHAM NATIONAL BANK /13C Desi n 0 g io m Z CORNER OF SOUTHWEST PARKWAY&HIGHWAY NO.6 IJ O Construction Management ml o o • COLLEGE STATION,TEXAS 0 229 E.Wisconsin Ave. Milwaukee,WI 53202 ph.414.273.6676 fax.414273.1507 E Cl H ' I I 2 I DRIVE-THRU PREFIN. METAL STANDING SEAM i 400 400 TOWER BEYOND ROOF OVER 30# FELT ON 5/8" EXT. GRADE PLYWD. ON WOOD TRUSSES ® 24 O.G. I I I I I I I I I I I I I 12 ( I I I I I I PREFIN. ALUM. GAST SIGNAGE BY516N ' I GONTRAGTOR I D � K L i I I I 12 GREFERSN-7MTL. I I i 8 PREFIN. METAL 425 I I FASGIA i i I PREFINISHED METAL STANDING SEAM ROOF I I I FIBER GEMENT BOARD TRIM I I I FIBER GEMENT BOARD SIDING PREFIN.■ 1 W FAiLM M tw/ W FALM WJE\ W I EkNO EL. +112'-0" (2cf-7. ')\hlklllll ,gi-\ EL. +10b'-3" (2ci5.259 FIBER GEMENT -FIBER CEMENT FIN T.O. STONE BANDIN& BOARD51DIN6 -BOARD TRIM 1 •STONE VENEER �— ■ C,GLUMN5�A �■C • • LSI �iiv � j moa ME Flo NATIOr NAL �r EL. +117'-8" (505.02 0 'o �iiv � j moa ME Him Is _0! ®E Win 717 - \ -EL. +100'-0" (285.0') \ - F.F. ELEVATION I I I I I I i I I I I I I I I I I GAST !�T NEISILL I I I I _j L L _J L _J L _j L I - __L _J L -i J_ L F EL. +x -7'-O" (282.0') — —� — —'— — — B.D. FOOTING-----L--'--J------�---I---�-----�---I---L--! —� RA�LIN6 I - -VINYL6HT FIXTURE - / GONGRETE FOUNDATION - I 1" INSUL. LOW-� -COLOR TO MATGH BLDG. SEE ELEGT. DWG 5 GLASS IN PREFIN. SEE STRUCTURAL DWO'S ALUM. FRAME (TYP) @SOUTH ELEVATIOW SGALE: 1/4" = l' -O° _ IN F 1— NON -POWERED ROOF VENT PREFINI5HED METAL 5TANDIN6 SEAM ROOF EL. +126'—x�i8" TRU55 BRC. lqp EL. +126'-8" (303.0') I B.O. FASGIA W NATIOr NAL �r EL. +117'-8" (505.02 0 'o T.O. GAST STONE Him Is _0! ®E Win 717 - \ -EL. +100'-0" (285.0') \ - F.F. ELEVATION I I I I I I i I I I I I I I I I I GAST !�T NEISILL I I I I _j L L _J L _J L _j L I - __L _J L -i J_ L F EL. +x -7'-O" (282.0') — —� — —'— — — B.D. FOOTING-----L--'--J------�---I---�-----�---I---L--! —� RA�LIN6 I - -VINYL6HT FIXTURE - / GONGRETE FOUNDATION - I 1" INSUL. LOW-� -COLOR TO MATGH BLDG. SEE ELEGT. DWG 5 GLASS IN PREFIN. SEE STRUCTURAL DWO'S ALUM. FRAME (TYP) @SOUTH ELEVATIOW SGALE: 1/4" = l' -O° _ IN F 1— NON -POWERED ROOF VENT PREFINI5HED METAL 5TANDIN6 SEAM ROOF EL. +126'—x�i8" TRU55 BRC. lqp EL. +126'-8" (303.0') I B.O. FASGIA N EL. +100'-0" (2b5.91) T.O. GONG. ISLAND ,J I I I I EL. +aa' -6" (284.5') T.O. PAVEMENT GONGRETE FOUNDATION - SEE STRUCTURAL DW6'5 EL. +a7' -O" (282.01) jh B.O. FOOTING 2 SOIITH ELEVATION 300 SGALE;: 1/4" = l' -O" _------ ---,>; 2 405 ' I I i 405 I I i 1 PREFIN. METPL STANDING 12 SEAM ROOF VENT ON BUILT-UP JR5 I 405 I ROOF OVER 30# FELT ON 5/8" EXT. PER ROOF MFG. 5PEG. GRADE PLY00. ON WOOD PAINT TO MATGH ROOF TRU55E5 ® 1 L" O.G. PREFINI5HED METAL STANDING SEAM ROOF 1 !_ I 12 3 IGE 4 WATER I 17 5HEILD I I I I 12 PREFIN. METAL I I I I FASGIA / \ ' PREFIr METAL - - - EL. +112'-0" (2x7.09 FA5GIn TRU55 BR6. I I — —FIBER GEMENT EL. +108'-3" (2x3.259BOARDiT21K 7 4 T.O. STONE BANDING P. 425 TVP. FIBER GEMENT EL. +10-7'-7" (2x2.69 Nµ h- - - - _ - - - - - - - - - - - _ - BOARD 5IDIN6— T.O. WIN. OPN6.TIM STONE VENEER GOLUMNS ,m . 425 %/ / 4 s 5 TVP. / TVP. 425 -- EL. +103'-O" (288.0') 4 I B.O. WIN. OPNG. - - - - - - - - - - - _ I OIL EL. +100'-0" (285.0)?z, _ F.F. ELEVATION i I I I ( ( I ( GAST STONE STONEI I I GAST STONE SILL VENEER I BANDING II I I II II r_J-I- r-�-I-1--, I i � j -� 1 I I I I I I OIL EL. +a7' -O" (282.0') —I. —I—� I-- --------- — — — — -- J DRIVE -UP K105 IJ B.O. FOOTING I I - J I (BY B.E.5.) VINYL RAILING PREFIN. METAL GUTTER 1 IN5UL. LOW=E INSULATE HOLLOW --4—GONG. FILLED 5TL. -GOLOR TO MATGH BLDG. AND DOWN5POUT W/ 6LA55 IN PREFIN• GONGRETE FOUNDATION METAL DOOR AND BOLLARD (TYP) SPLASH BLOGK ALUM. FRAME (TYP.) SEE 5TRUGTURAL DIN6'5 FRAME (P-1) 3 EAST ELEVATION goo SGALE: 1/4" = 1'-0" PREFINI5HED METAL OUTTE tom!- Ivti t I T r./ W NATIOr NAL �r EL. +117'-8" (505.02 w GAST STONE —'� T.O. GAST STONE ' BANDING _ ' 12 - - - PREFIN. METAL t-, -7 _ FLASHING • O � - -- H Q Wrj STONE BANDING—,_.425 P. Ndam• C' T.O. STONE BANDING z �D EL. +10-7'-7" (2x2.69 - z E- zLo B.O. STONE BANDING 9TIrp. a o 0 U �w STONE VENEER 4" DIA. GONG. rn a FILLED STEEL CQ 6" HIGH GONG. ISLAND -STONE VENEER BOLLARD _ '040 _ N EL. +100'-0" (2b5.91) T.O. GONG. ISLAND ,J I I I I EL. +aa' -6" (284.5') T.O. PAVEMENT GONGRETE FOUNDATION - SEE STRUCTURAL DW6'5 EL. +a7' -O" (282.01) jh B.O. FOOTING 2 SOIITH ELEVATION 300 SGALE;: 1/4" = l' -O" _------ ---,>; 2 405 ' I I i 405 I I i 1 PREFIN. METPL STANDING 12 SEAM ROOF VENT ON BUILT-UP JR5 I 405 I ROOF OVER 30# FELT ON 5/8" EXT. PER ROOF MFG. 5PEG. GRADE PLY00. ON WOOD PAINT TO MATGH ROOF TRU55E5 ® 1 L" O.G. PREFINI5HED METAL STANDING SEAM ROOF 1 !_ I 12 3 IGE 4 WATER I 17 5HEILD I I I I 12 PREFIN. METAL I I I I FASGIA / \ ' PREFIr METAL - - - EL. +112'-0" (2x7.09 FA5GIn TRU55 BR6. I I — —FIBER GEMENT EL. +108'-3" (2x3.259BOARDiT21K 7 4 T.O. STONE BANDING P. 425 TVP. FIBER GEMENT EL. +10-7'-7" (2x2.69 Nµ h- - - - _ - - - - - - - - - - - _ - BOARD 5IDIN6— T.O. WIN. OPN6.TIM STONE VENEER GOLUMNS ,m . 425 %/ / 4 s 5 TVP. / TVP. 425 -- EL. +103'-O" (288.0') 4 I B.O. WIN. OPNG. - - - - - - - - - - - _ I OIL EL. +100'-0" (285.0)?z, _ F.F. ELEVATION i I I I ( ( I ( GAST STONE STONEI I I GAST STONE SILL VENEER I BANDING II I I II II r_J-I- r-�-I-1--, I i � j -� 1 I I I I I I OIL EL. +a7' -O" (282.0') —I. —I—� I-- --------- — — — — -- J DRIVE -UP K105 IJ B.O. FOOTING I I - J I (BY B.E.5.) VINYL RAILING PREFIN. METAL GUTTER 1 IN5UL. LOW=E INSULATE HOLLOW --4—GONG. FILLED 5TL. -GOLOR TO MATGH BLDG. AND DOWN5POUT W/ 6LA55 IN PREFIN• GONGRETE FOUNDATION METAL DOOR AND BOLLARD (TYP) SPLASH BLOGK ALUM. FRAME (TYP.) SEE 5TRUGTURAL DIN6'5 FRAME (P-1) 3 EAST ELEVATION goo SGALE: 1/4" = 1'-0" PREFINI5HED METAL OUTTE tom!- Ivti t I T r./ i L— CONCRETE FOUNDATION - Wl* SEE 5TRUGTURAL DWO'S F/ D METAL SEAM ROOF . +126-ciWa" TRUSS BEARING PREFIN. METAL FASGIA ALLY LIT MTL. 5I6NAOE L060 RE0 5 W/ OWNER (503.0') D. GAST STONE N/GLOSED SIGNS )VE ALL 4 LANES B.E.S. GONTRAGTOR) :L. +112'-0" (2x7.0) TRUSS BRC. NE VENEER L. +108'-3" (2x5.25)-6 ). STONE SANDING :L. +107'-7" (2x2.8') ). 5TONE BANDING 4" DIA. GONG. FILLED STEEL BOLLARD, TYP. EL. +100'-0" (285.0') T.O. GONG. ISLAND (284.5) T.O. PAVEMENT EL. +x7'-0" (282.01) B.D. FOOTING W NATIOr NAL �r w i L— CONCRETE FOUNDATION - Wl* SEE 5TRUGTURAL DWO'S F/ D METAL SEAM ROOF . +126-ciWa" TRUSS BEARING PREFIN. METAL FASGIA ALLY LIT MTL. 5I6NAOE L060 RE0 5 W/ OWNER (503.0') D. GAST STONE N/GLOSED SIGNS )VE ALL 4 LANES B.E.S. GONTRAGTOR) :L. +112'-0" (2x7.0) TRUSS BRC. NE VENEER L. +108'-3" (2x5.25)-6 ). STONE SANDING :L. +107'-7" (2x2.8') ). 5TONE BANDING 4" DIA. GONG. FILLED STEEL BOLLARD, TYP. EL. +100'-0" (285.0') T.O. GONG. ISLAND (284.5) T.O. PAVEMENT EL. +x7'-0" (282.01) B.D. FOOTING W �r w Ewer- V p • Hw� t-, m Z • O � H Q Wrj UQ Ndam• C' z �D z �C\2 z E- zLo U) Z z W QLf) I Ewer- I � Hw� Z H Q UQ z �D z �C\2 z E- zLo U) Z z a o 0 U �w w rn a CQ CU o � '040 (U O co U 0CD C N C to z�° O E� � �, CL -a w ° O C- N U O m � 1.G1 1l1 El � I- � @NORTH ELEVATION B.R. GLASS AND DEAL DRAWER BY B.E.S. SCALE: 1/4" = l' -O" 12 PREFIN15HED METAL GUTTER EL. +126-cl-%" TRUSS BRO. FIBER CEMENT BOARD TRIM FIBER GEMENT BOARD SIDING EL. +117'-8" (505.09 T.O. CAST STONE STONE VENEER EL. +112'-0" (287.09 TRU55 BR6. OgL EL. +108'-3" (2853') \-F T.O. STONE BANDING oiL EL. +107'-7" (2q2.ib) \-F B.O. STONE BANDING EL. +100'-0" (285-09 T.O. GONG. ISLAND \_ ll EL. +cfcf'-(o" (284.59 T.O. PAVEMENT I I oiL EL. +q7' -O" (282.09 LJ '--F B.O. FOOTING 1 1 425 TYP. TYP. NEST ELEVATION 300 5GALE: 1/4" = 1'-0" 5 "8, 425 FREFIN15HED METAL 5TANDINO SEAM ROOF PREFIN. METAL FA5GIA INTERNALLY LIT PREFIN. MTL. 516NAOE VERIFY L060 REG'5 Yq1 OWNER 6" HIGH GONGU 15LAND (TYP.) GONGRETE FOUNDATION - SEE 5TRUGTURAL D?q6'5 PREFIN15HED METAL STANDING SEAM ROOF LJ L 4" GONG. FILLED 5TL. BOLLARD (TYP.) -UP K105K (BY B.E.S.) ROOF VENT ON BUILT-UP CURB PER ROOF MFG. 5PEG. FAINT TO MATGH ROOF — — — — — — — — — — — I UTILITY/MEGHANIGAL ENGLOSURE GONGRETE FOUNDATION - SEE STRUGTURAL DV46'5 6LAS5 IN PREFIN. ALUM. FRAME (TYP.) 20 400, 12 IN. MTL. -7 Ile, 4 ETA 21 BRENHAM -I F -T BER CEMENT-----) BARD TRIM NATIONAL BANK 7-H . . ....... .. BER GEMENT DARD 51DINO N5T STONE NNOIN6 E BANDING 425 Typ.\,42 Vr PREFIN15HED METAL 5TANDINO SEAM ROOF EL. +126-c[5/6" (511.6) jk TRUSS BR6. IV EL. +126'-8" (503.09,��6 B.O. FA GIA 'IV INTERNALLY LIT PREFIN. MTL. 516NA6E VERIFY. LO60 REG'5 W OWNER EL. +117'-8" (303.01) T.O. GAST STONE 0 - STONE VENEER EL. +106-5" (2c[35) T.O. STONE BANDING FL. +10-['--7" (282.61) B.O. STONE BANDIN6 4" DIA. GONG. FILLED STEEL BOLLARD 11 BREt,'JHAM NATI#NAL BANK 1 1 425 TYP. TYP. NEST ELEVATION 300 5GALE: 1/4" = 1'-0" 5 "8, 425 FREFIN15HED METAL 5TANDINO SEAM ROOF PREFIN. METAL FA5GIA INTERNALLY LIT PREFIN. MTL. 516NAOE VERIFY L060 REG'5 Yq1 OWNER 6" HIGH GONGU 15LAND (TYP.) GONGRETE FOUNDATION - SEE 5TRUGTURAL D?q6'5 PREFIN15HED METAL STANDING SEAM ROOF LJ L 4" GONG. FILLED 5TL. BOLLARD (TYP.) -UP K105K (BY B.E.S.) ROOF VENT ON BUILT-UP CURB PER ROOF MFG. 5PEG. FAINT TO MATGH ROOF — — — — — — — — — — — I UTILITY/MEGHANIGAL ENGLOSURE GONGRETE FOUNDATION - SEE STRUGTURAL DV46'5 6LAS5 IN PREFIN. ALUM. FRAME (TYP.) 20 400, 12 IN. MTL. -7 Ile, 4 ETA 21 BRENHAM -I F -T BER CEMENT-----) BARD TRIM NATIONAL BANK 7-H . . ....... .. BER GEMENT DARD 51DINO N5T STONE NNOIN6 E BANDING 425 Typ.\,42 Vr PREFIN15HED METAL 5TANDINO SEAM ROOF EL. +126-c[5/6" (511.6) jk TRUSS BR6. IV EL. +126'-8" (503.09,��6 B.O. FA GIA 'IV INTERNALLY LIT PREFIN. MTL. 516NA6E VERIFY. LO60 REG'5 W OWNER EL. +117'-8" (303.01) T.O. GAST STONE 0 - STONE VENEER EL. +106-5" (2c[35) T.O. STONE BANDING FL. +10-['--7" (282.61) B.O. STONE BANDIN6 4" DIA. GONG. FILLED STEEL BOLLARD 11 V MUM LUNL,. ltDL/-'lND EL. +100'-0" (285.0') ik T.O. GONG. ISLAND qV EL. (254.5'),-6 T.O. PAVEMENT co r - r ATIqN- 0 ---------— co DWG'Sto mw EL. +g -7'-O" (282.09jk E I B.O. FOOTING qV E -1U) CQ 6 Z E, NORTH ELEVATION z �D SCALE: 1/4" l' -O" E �D Z E -- Z � Z z E- U) z z cli cQ VINYL RAILING 8*7 -COLOR TO MATGH BLDG, ICE � NATER 5HEILD PREFIN: METAL FA5GIA EL. -+112'-O" (2cl7.0' TRUSS BR6. EL. +107'--7" (282.6') r6 T.O. KN. OPNCv. 11P —STONE VENEER COLUMNS EL. +105'-0" (2bb.o) r6 B.O. WIN. OPN6.141-)_ EL. +100'-0" (285.0') I F.F. ELEVATION qV L EL. +97`0" M2.09 jj B.O. FOOTING ,-'"GONGRETE FOUNDATION - EE 5TRUGTURAL 1:)YqC,'5 O V MUM LUNL,. ltDL/-'lND EL. +100'-0" (285.0') ik T.O. GONG. ISLAND qV EL. (254.5'),-6 T.O. PAVEMENT co r - r ATIqN- 0 ---------— co DWG'Sto mw EL. +g -7'-O" (282.09jk E I B.O. FOOTING qV E -1U) CQ 6 Z E, NORTH ELEVATION z �D SCALE: 1/4" l' -O" E �D Z E -- Z � Z z E- U) z z cli cQ VINYL RAILING 8*7 -COLOR TO MATGH BLDG, ICE � NATER 5HEILD PREFIN: METAL FA5GIA EL. -+112'-O" (2cl7.0' TRUSS BR6. EL. +107'--7" (282.6') r6 T.O. KN. OPNCv. 11P —STONE VENEER COLUMNS EL. +105'-0" (2bb.o) r6 B.O. WIN. OPN6.141-)_ EL. +100'-0" (285.0') I F.F. ELEVATION qV L EL. +97`0" M2.09 jj B.O. FOOTING ,-'"GONGRETE FOUNDATION - EE 5TRUGTURAL 1:)YqC,'5 PROJECT BENCHMARK: Sq. Cut in Stop Light, Elevation=285.88, X=3566268.85, Y=10211650.74 Project Benchmark Sq. Cut in Stop Light - Elevation = 285.88 X - 3566268.85 Y == 10211650.74 12 -WL - P_ 36-RCPII II- a 11 EA-R-L-RILDDER FREEWAY IAB LE -285 28U' -284 -283 284 -283--- 282 -282---- -28'1 -28-1 ------- -279 -280- 280 278 - 279----- 78 - -------------------------------------- STA1E--___1 I G H WAY N 0. "Q-�) '�T WIDTH R.O.W. 81 ROAD 284 283,-__------- 2 8 3 _--- 282 B3,-'283- 282 - -------------------- �-2B2� 281 280 280 --277 ?70 -979--'- 12 -WL- )�12-ft- 12 -WL 12 -WL- 12_YtL L 12 -WL 12 -WL IDC 12- WATERLINE 2 78 cp� II N 12 -WL GTE GlE I E 0 OE -DE OE C° Eo PROP. PROP PROP 117� In 0 PROP. PROP. 6 g EX. CO RETE TV/CABLE LINE _J TRANSFORMER IRRIGATION WATERLINE ELECTRICAL I - 20' P.U.E. i � 1: 20P P.U.E. TRANSFORMER METM LINE 20' P.U.E. 5' Front ELECTRI PAD VICINITY MAP PROP. TELEPHONE LINE Setback k T EU00, 276 Pip _GENERAL CONSTRUCTION NOTES: - - - - - - - ------ - - - ------ ----- L - - - - - - - - - - - - - - P OP - - - - - - - - - - - - - - - - - - 1.5 -ML 1. It shall be the responsibility of the Contractor to verify the exact location of U CTI N to aoc R1 4.5's J PIC _J ------------------- ------ --------- ALL existing underground utilities. Furthermore, the Contractor shall contact all 10 1`10 Co By LIJ utiflity company representatives a minimum of 48 hours in advance of any 73 U 2 :.a �_UM excavation. 0 WIDE Cc TV 4D ... ......... U) L0 to 0. Contact Dig Tess 0 1-800-344-8377 ca eq 0 CN -2506 b. Contact Kimberly Win 0 ONCOR. 774 PROiP.' R11 X ITEM . ...... . . U) QN SE29 C. Contact Mike Lavender ®Cox Cable 846-2229 ROP. /15" R -AW I To .__PL 7 2 -�N)NNKTMA?y _'RACKS. 01 1-R :1 N > 44,: Q, L A All curbs and curb ends designated as LOT 2A firelanes on plans shall be pointed red with *4" (four inch) white lettering stating BLOCK 1 "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording moy not be spaced for than LIBERTY SUBDIVISION fifteen (15) feet apart. 3.726 8" (eight inch) high if stripe and white lettering 2BI alw are painted on surface of pavement. David Jaeckels 2005 BCI FIRE LANE STRIPING 229 East Wisconsin Ave., Ste 600 Milwaukee, WI 53202 18" x 12* See Ordinance for EX. ZONING: C-1 additional Information FIRE LANE SIGN 0 15. All roof and ground -mounted mechanical equipmen LJiP -Pnp-d fmco xi'I.4' SIDEWALK view or isolated so as not a be visible from any publi R1 :3 C:) a) fi.-SS- 6-.W CID I G -SS district within 150' of the subject lot, measured from M LIPAICE 0 IRT .0 CO) co grade. Such screening shall be coordinated with the t uilding architecture and sc PROP. SANITARY 114 - 1,- 0 SEWER CLEANOUT E(. GAS to maintain a unified appearance. FEB 0 3 200 CU at ations- LINE (ErY 6- Refer to Ge ech Report for additional recommend _W OTHERS) X 0 SITE PLAN NOTES: C 0) E OLLEGE ST 0 S 134.65' U_ I- a) 1 - Name of Project- Brenham Bank ENGINEERING cc Ill. e 0) U) 2. Legal Description: Lot 2A, Block 1, Liberty Subdivision L_ 3. Owner. David Joeckels PROP. 8" al 2005 BCI REVIEWED FOR z .5 0 SANITARY 229 East Wisconsin Ave., Ste 600 E cf) Qj SEWER LINEMilwaukee. WI 53202 COMPLIANCE 1131. UJ0) UJ (D 0 4. Engineer. Mitchell & Morgan, LLP. FEB 9 2006 511 University Drive East Suite 204 CL C) 0 PROP. 0% College Station, Texas 77840 COLLEGE STATION (0 J L_ C14 EWER 0 (979) 260-6063 0 5. Zoning: C-1 DEVELOPMENT S S i gym CLEANOUT LOT 2 B Use: Bank maw C\J ly) # 6. Existing Use: Vacant Proposed U : // V-_ // 7. Setbacks: Per City of College Station Ordinances BLOCK 1 Me Area: 2.34 Acres 2 8. Site Area: 3 726 acres Phase 1 Site # II EX. Lo II CTOR 4S JWWA NOTE- CONTRA A "fAA Z I : Z� . DwM Joeckels PROVIDE A SEPARATE 81 LOT 2A 2005 W OR ION #2 - THE TWO BLOCK 1 East Wisconsin Ave., Ste 600 II I MilyWI Scale! I ��muke% 5=2 ONUMENT IONS SHOWN HEREON LIBERTY SUBDIVISION 1 h 30 fedt SIGN #2 WI BE REVIEWED AND3.726 ACRES ZONING: C-1 PER SEPARATELY 10, \-284 77 4* H.C.120 RAMP V2 F - -------------- - (Ty LIGHT15' Row Seemnk POLE 07 0 .68 0 !_ 6 Rz= DO. 48, 7'34" 58 515.150 # 0/ /'LIBERTY SUBDIVISION No portion of this site lies within the 100 -year floodplain per FEWs z LLJ # < Flood Insurance Rate Map panel 48041CO144C. 2.353 ACRES Effective date: July 2, 1992. 771 I TEXAS HOTEL MANAGEMENT CORP. ELE SALIM MPARKING REQUIREMENTS: ISMAIL M. PRESS P.O. BOX 2864 USE: BANK IoERT1 UNIT- 250 SIF PROP. SPACES/UNIT.I SPACE PRIVATE 8 BRYAN TX 77805 SANITARY U C3 REQUIRED PROP. BANK=3712 SF 3712/250=1 4.85 SEWER LINE �' C� i ( EX. ZONING: C-1 MINIMUM PARKING SPACES REQUIRED: 15 SPACES [3 CIO g2 { II Z {{ ( ( { PARKING SPACES PROVIDED: 35 SPACES E3 +2 %) UTILITY DEMANDS: 13 +4 NOT REQUIRED I-RITF P1 AN MATCH LINE m MA LIN t 11 1 B enchmark 001VIES11C WATER DEMANDS: MAX=22 GPM I MATCH LINE:.IH LINE�'' Sq. Cut in Light Stand SEWER DEMAND: MAX -25 GPM SCALE: 20" SANITARY SEWER Elevation = 284.76 MANHOLE T.979.260.6963 (BY OTHERS) X = 3566100-69 F.979.260.3564 J 511 UNIVERMY DRIVE E4ST ..... .... '-MORGAN li S 40'50'46" E 108.12' S 40'50'46" E 140.84' CH= COLLEGE STATION, TX 77840 ................... SEE SIDEWALK 10211155.90 SUITE 204 INSET FOR ji I. (raw . �' i � 1 PLAN & DESIGN SPECIALISTS IN 0 09, CONTINUATION CIVIL MGINEMNG * Hymmum T LOT 2C HYDROLM * UMMES * STREEFS TEXAS HOTEL MANAGMENT CORP. A OF PROPOSED BLOCK 1 SALIM M. RML EX ZONING: C-1 SITE PLANS SUBDIVISIONS I PRESS P 0 BOX M" SIDEWALK \\ \ LIBERTY SUBDIVISION BWAN TX 771305 34 LIGHT� -3 SIDEWALK INSET SCALE: 1"=30' f 1.623 ACRES .2 ww.w.mitchellandmorgan.com :,:F 4,, G�;L i PIVI, 12D c6 17 4.0 1 eq rrAA 0 eq CP in 0 UC3 PROP. PROP. 6 g EX. CO RETE TV/CABLE LINE _J TRANSFORMER IRRIGATION WATERLINE ELECTRICAL I - 20' P.U.E. i � 1: 20P P.U.E. TRANSFORMER METM LINE 20' P.U.E. 5' Front ELECTRI PAD VICINITY MAP PROP. TELEPHONE LINE Setback k T EU00, 276 Pip _GENERAL CONSTRUCTION NOTES: - - - - - - - ------ - - - ------ ----- L - - - - - - - - - - - - - - P OP - - - - - - - - - - - - - - - - - - 1.5 -ML 1. It shall be the responsibility of the Contractor to verify the exact location of U CTI N to aoc R1 4.5's J PIC _J ------------------- ------ --------- ALL existing underground utilities. Furthermore, the Contractor shall contact all 10 1`10 Co By LIJ utiflity company representatives a minimum of 48 hours in advance of any 73 U 2 :.a �_UM excavation. 0 WIDE Cc TV 4D ... ......... U) L0 to 0. Contact Dig Tess 0 1-800-344-8377 ca eq 0 CN -2506 b. Contact Kimberly Win 0 ONCOR. 774 PROiP.' R11 X ITEM . ...... . . U) QN SE29 C. Contact Mike Lavender ®Cox Cable 846-2229 ROP. /15" R -AW I To .__PL 7 2 -�N)NNKTMA?y _'RACKS. 01 1-R :1 N > 44,: Q, L A All curbs and curb ends designated as LOT 2A firelanes on plans shall be pointed red with *4" (four inch) white lettering stating BLOCK 1 "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording moy not be spaced for than LIBERTY SUBDIVISION fifteen (15) feet apart. 3.726 8" (eight inch) high if stripe and white lettering 2BI alw are painted on surface of pavement. David Jaeckels 2005 BCI FIRE LANE STRIPING 229 East Wisconsin Ave., Ste 600 Milwaukee, WI 53202 18" x 12* See Ordinance for EX. ZONING: C-1 additional Information FIRE LANE SIGN 0 15. All roof and ground -mounted mechanical equipmen LJiP -Pnp-d fmco xi'I.4' SIDEWALK view or isolated so as not a be visible from any publi R1 :3 C:) a) fi.-SS- 6-.W CID I G -SS district within 150' of the subject lot, measured from M LIPAICE 0 IRT .0 CO) co grade. Such screening shall be coordinated with the t uilding architecture and sc PROP. SANITARY 114 - 1,- 0 SEWER CLEANOUT E(. GAS to maintain a unified appearance. FEB 0 3 200 CU at ations- LINE (ErY 6- Refer to Ge ech Report for additional recommend _W OTHERS) X 0 SITE PLAN NOTES: C 0) E OLLEGE ST 0 S 134.65' U_ I- a) 1 - Name of Project- Brenham Bank ENGINEERING cc Ill. e 0) U) 2. Legal Description: Lot 2A, Block 1, Liberty Subdivision L_ 3. Owner. David Joeckels PROP. 8" al 2005 BCI REVIEWED FOR z .5 0 SANITARY 229 East Wisconsin Ave., Ste 600 E cf) Qj SEWER LINEMilwaukee. WI 53202 COMPLIANCE 1131. UJ0) UJ (D 0 4. Engineer. Mitchell & Morgan, LLP. FEB 9 2006 511 University Drive East Suite 204 CL C) 0 PROP. 0% College Station, Texas 77840 COLLEGE STATION (0 J L_ C14 EWER 0 (979) 260-6063 0 5. Zoning: C-1 DEVELOPMENT S S i gym CLEANOUT LOT 2 B Use: Bank maw C\J ly) # 6. Existing Use: Vacant Proposed U : // V-_ // 7. Setbacks: Per City of College Station Ordinances BLOCK 1 Me Area: 2.34 Acres 2 8. Site Area: 3 726 acres Phase 1 Site # II EX. Lo II CTOR 4S JWWA NOTE- CONTRA A "fAA Z I : Z� . DwM Joeckels PROVIDE A SEPARATE 81 LOT 2A 2005 W OR ION #2 - THE TWO BLOCK 1 East Wisconsin Ave., Ste 600 II I MilyWI Scale! I ��muke% 5=2 ONUMENT IONS SHOWN HEREON LIBERTY SUBDIVISION 1 h 30 fedt SIGN #2 WI BE REVIEWED AND3.726 ACRES ZONING: C-1 PER SEPARATELY 10, \-284 77 4* H.C.120 RAMP V2 F - -------------- - (Ty LIGHT15' Row Seemnk POLE 07 0 .68 0 !_ 6 Rz= DO. 48, 7'34" 58 515.150 # 0/ /'LIBERTY SUBDIVISION No portion of this site lies within the 100 -year floodplain per FEWs z LLJ # < Flood Insurance Rate Map panel 48041CO144C. 2.353 ACRES Effective date: July 2, 1992. 771 I TEXAS HOTEL MANAGEMENT CORP. ELE SALIM MPARKING REQUIREMENTS: ISMAIL M. PRESS P.O. BOX 2864 USE: BANK IoERT1 UNIT- 250 SIF PROP. SPACES/UNIT.I SPACE PRIVATE 8 BRYAN TX 77805 SANITARY U C3 REQUIRED PROP. BANK=3712 SF 3712/250=1 4.85 SEWER LINE �' C� i ( EX. ZONING: C-1 MINIMUM PARKING SPACES REQUIRED: 15 SPACES [3 CIO g2 { II Z {{ ( ( { PARKING SPACES PROVIDED: 35 SPACES E3 +2 %) UTILITY DEMANDS: 13 +4 NOT REQUIRED I-RITF P1 AN MATCH LINE m MA LIN t 11 1 B enchmark 001VIES11C WATER DEMANDS: MAX=22 GPM I MATCH LINE:.IH LINE�'' Sq. Cut in Light Stand SEWER DEMAND: MAX -25 GPM SCALE: 20" SANITARY SEWER Elevation = 284.76 MANHOLE T.979.260.6963 (BY OTHERS) X = 3566100-69 F.979.260.3564 J 511 UNIVERMY DRIVE E4ST ..... .... '-MORGAN li S 40'50'46" E 108.12' S 40'50'46" E 140.84' CH= COLLEGE STATION, TX 77840 ................... SEE SIDEWALK 10211155.90 SUITE 204 INSET FOR ji I. (raw . �' i � 1 PLAN & DESIGN SPECIALISTS IN 0 09, CONTINUATION CIVIL MGINEMNG * Hymmum T LOT 2C HYDROLM * UMMES * STREEFS TEXAS HOTEL MANAGMENT CORP. A OF PROPOSED BLOCK 1 SALIM M. RML EX ZONING: C-1 SITE PLANS SUBDIVISIONS I PRESS P 0 BOX M" SIDEWALK \\ \ LIBERTY SUBDIVISION BWAN TX 771305 34 LIGHT� -3 SIDEWALK INSET SCALE: 1"=30' f 1.623 ACRES .2 ww.w.mitchellandmorgan.com :,:F 4,, G�;L i PIVI, 12D c6 17 4" DIA. ST'L BOLLARD kql GONG. FILLED GENTER FIBER GEMENT BOARD OVER 2X4 FRAMED DOORS — TENSION GABLE IN/ TURNBUGKLE GONG. PAD SLIDE BOLT LATCH SOUTH ENGLOSURE ELEVATION SCALE: 1/4" = 1'-0" 41-1)./211 414211 414211 A" DIA. ST'L BOLLARD A;2r) l^V GONG. FILLED GEN r114M hwl_lj FIBER GEMEr BOARDSIDD GONG. PAD PREFIN. MTL. 9 2 EAST ENGLOSURE ELEVATION SCALE: 1/4" = l'-O'I BROKEN LINES INDICATE ROOF OVERHANG ABOVE Sot 41-65/4" 41-65/41 300 GENERAL NOTE: CONSTRUCTION ALL WOOD FRAMING AND PLYWOOD NORTH FOR DUMP5TER ENCLOSURE TO BE PREA5UF;?E TREATED PLAN DETAIL 9 MEGHANIGAL ENGLOSURE Q I P" m m PREFIN. MTL. COPING Osl4•cil O @) allk ci FIBER CEMENT •p.4M BOARD SIDING PLYWOOD (P-1) V2" PLYWOOD 5HEATINC, O Lu b z lu U) < 'z V 4X4 POST z 2X4 WV. STUD FRAMING . . . . . . . . ....... ro" GONG. SLAB OVER 1211 6OMPAGTED 6RANULAR. FILL op" m 4 .. N/ 1 0• el /Z • .14 WN -k—b" DIA. GONG. FTG. 44 el d. SEGTION DETAIL rsENGLOSURE �5 SCALE: 1/2" = 1'-0" PREFIN. METAL STANDING SEAM ROOF OVER E30# FELT ON 5/8" EXT. GRADE PL'rl^D. ON WOOD =I u=e_-=r_ If - L— ---------------- NORTH ---------------NORTH ATM GANOPY ELEVATION rto SCALE: 1/4" = l' -O" 0.. VERIFY ALL MEASUREMENTS WITH BANK EQUIPMENT SHOP 6" GONG. SLAB OVER DP,AVqIN(55 BEFORE 6' GOMPAGTED GRANULAR FILL INSTALLATION DIREGTION cQ OF TRAVEL UD c%2 U) 41- ck < It -oil 0 b" GONG. CURB 1/7,771 COLUMN REMOTE ATM., 'BY COLUMN: B.E.S. L! 121L V. Z 00 ILI) E- Z � c,2 ELS .."TY P. ic. 0 cli to Z z 0 0 O u rn A" DIA. ST'L BOLLARD A;2r) l^V GONG. FILLED GEN r114M hwl_lj FIBER GEMEr BOARDSIDD GONG. PAD PREFIN. MTL. 9 2 EAST ENGLOSURE ELEVATION SCALE: 1/4" = l'-O'I BROKEN LINES INDICATE ROOF OVERHANG ABOVE Sot 41-65/4" 41-65/41 300 GENERAL NOTE: CONSTRUCTION ALL WOOD FRAMING AND PLYWOOD NORTH FOR DUMP5TER ENCLOSURE TO BE PREA5UF;?E TREATED PLAN DETAIL 9 MEGHANIGAL ENGLOSURE Q I P" m m PREFIN. MTL. COPING Osl4•cil O @) allk ci FIBER CEMENT •p.4M BOARD SIDING PLYWOOD (P-1) V2" PLYWOOD 5HEATINC, O Lu b z lu U) < 'z V 4X4 POST z 2X4 WV. STUD FRAMING . . . . . . . . ....... ro" GONG. SLAB OVER 1211 6OMPAGTED 6RANULAR. FILL op" m 4 .. N/ 1 0• el /Z • .14 WN -k—b" DIA. GONG. FTG. 44 el d. SEGTION DETAIL rsENGLOSURE �5 SCALE: 1/2" = 1'-0" PREFIN. METAL STANDING SEAM ROOF OVER E30# FELT ON 5/8" EXT. GRADE PL'rl^D. ON WOOD =I u=e_-=r_ If - L— ---------------- NORTH ---------------NORTH ATM GANOPY ELEVATION rto SCALE: 1/4" = l' -O" CONSTRUCTION NORTH vq E PLAN DETAIL REMOTE ATM rro 5GALE: 1/2" = l' -O" PREFIN. META FA5GIA STONE VENEE GOLUMN DRIVE -UP ATI BY B.E.S. EAST ATM GANOF)"' ELEVATION �& SCALE: 1/4" = 1'-0" PREFIN. METAL 61 AND DOWNSPOUT PREFIN. METAL FASCIA STONE BAND] DRIVE -UP A BY B.E.S. GONG. FOOTING -SEE 5TRUGTURJ PREFIN, METAL STANDING SEAM ROOF OVER 30# FELT ON 5/8" EXT. GRADE PLYND. ON VqOOI:? "55E5 11 zoli_zop w Z --r O.G. 6X6 5TL.TUBE -SEE STRUCTURAL DkqCv'5 .EFIN. MTL. SOFFIT VENTS a 6'-0" O.G. SNE VENEER ILUMN J; A X.. %<� . ..... 15761 \1' ti rct""\ATM GANOFYSEGTIoNWvo?.�.,D� \��O SCALE: 1/4" = 1'-0" VERIFY ALL MEASUREMENTS WITH BANK EQUIPMENT SHOP 6" GONG. SLAB OVER DP,AVqIN(55 BEFORE 6' GOMPAGTED GRANULAR FILL INSTALLATION DIREGTION cQ OF TRAVEL UD c%2 U) 41- ck 11-011 11-oll It -oil 0 b" GONG. CURB 1/7,771 COLUMN REMOTE ATM., 'BY COLUMN: B.E.S. L! 121L Z 141-611 CONSTRUCTION NORTH vq E PLAN DETAIL REMOTE ATM rro 5GALE: 1/2" = l' -O" PREFIN. META FA5GIA STONE VENEE GOLUMN DRIVE -UP ATI BY B.E.S. EAST ATM GANOF)"' ELEVATION �& SCALE: 1/4" = 1'-0" PREFIN. METAL 61 AND DOWNSPOUT PREFIN. METAL FASCIA STONE BAND] DRIVE -UP A BY B.E.S. GONG. FOOTING -SEE 5TRUGTURJ PREFIN, METAL STANDING SEAM ROOF OVER 30# FELT ON 5/8" EXT. GRADE PLYND. ON VqOOI:? "55E5 11 zoli_zop w Z --r O.G. 6X6 5TL.TUBE -SEE STRUCTURAL DkqCv'5 .EFIN. MTL. SOFFIT VENTS a 6'-0" O.G. 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HIM kVNdS S3H3NV218 a39Vriv0 W+ 0V3a YlIHI ONLLNVId NOdn AlHonomom 2slvm-1�JV3 9 "ON AVMH9IH 31d1S �jaicimj AVM33�]J -� T ,ke mools lAn '3'19NV SNIM31A u INVNIF40a ClHVMOl 30V-4 IS38 NOLLISO N (0 (0 (133S GUNU. K.W.W. "miirmomir. yr wwwom-N-.- .. ,.- M MARKERFQtIMA STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS Developer of the tract Texas- Hotel Management Corporation, Owner and Devel ICA." -id for said county, do hereby 1, Salim M. [small, President of 3K- Clerk, in Or eyed in Volume 4128, Page 339 and Volume 4455, Page 216 of County Cle , Icat authentication was filed for of land shown on this plot and conveyed es of a Lots 1 & 2. Block 1 of the Liberty certify that this plat tog, ether yith its Ce fil and designated herein as Lo L_ 20-0-!t, in the Deed the official records of Brazos County, , . f is subscribed hereto, hereby record in my office the _2�1!:%Oy 9�9 Subdivision, in the City of College Station, Texas, and whose name County, Texas, in VoJUm9 -SiL11- ments and public places Records of Brazos forever all streets, allays, parks, ease ri-eficate to the use of the. public fo and con tion therein expressed.. Texas. CONC. R.O. thereon shown WITNESS my hand and official Seal, at my office in Bryan, Te M FOU C_ County Clerk Texas All $QIiM M. Ismail, President. Brazos County, f -A 06 9; . . STATE OF TEXAS COUNTY OF BRAZOS S Ismail known to me to j 20' P.U.E. kP Before me, the undersigned authority, on this day personally appeared Salim M Ofo be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that nd consideration therein stated. he executed the some for the purpose a \6 day of J 2004 APPROVAL OF PLANNING AND ZONING COMMISSION H U�j C;lk Ve Given under my hand and seal on this 10, ACCESS EASEMENT n of the Planning Chairman and Zoning Commission' of (VAPTH VANES, Ike attached plot was duly MT P.I.I.E. the City of College Station, Texas, heroU certify that RIC., WAY La ay -di,� r�p__ - T�FICAQ approved by the Commission on the di ♦:30; ACRES 20b!:�- tx iCATIO CONIC. R.O.W. ♦ ♦2. BLOCK I ACCESS EASEMENT Notary Public razos County Texas (VADTH VARIES )r1C MARKER FOUND 7.703 ACU.S F* NO10' P.U.E VP GINGER L. URSO airman Notary Public. Suis of Tom My Convossion Exjilrq� N N, 05.2007 RIGHT-OF-WAY EDICATION 4^. 0 September 0.024 ACRES 0*♦ '00. CERTIFICATE OF OWNERSHIP AND DEDICATION CE ATE OF CITY ENGINEER CERTIFICATE & Ae, STATE OF TEXAS L�DSk4v%, City Engineer of the City of College Station, Texas, hereby certify that \ip Nil NA 20' P.U. \ 0, ants of the Subdivision Regulations of the City ol College 4♦ / , L2 15' P,U-9- COUNTY OF BRAZOS this Subdivision conforms to the requir en 19 Ir♦ \ oci Engineering, Inc., Owner of the tract of land shown on this station, Texas. S a 1, Jimmy D. McCord, President of McCord E �v f the official records of .Brazos County, and designated 0 -IR 1/2 plot and conveyed in Volume. 4703, Page 266 a FQUIN6 \ herein as Lot 1R, Block 7, of the Southwest Crossing Subdivision Phase 3, in the City of College P.U. is, P.U. > I Station, Texas, and whose- name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, easements and public places thereon shown for the purpose and consideration City Engineer 5 P.U.E. 10' P.U.E- therein expressed. I.R. FOUND NOTES: // \ F -U+ A'y 20 P.I.I.E. NAD -83 TEXAS STATE PLANE A, 1. THE BEARING SYSTEM SHOWN HEREON I$ REFERRED TO THE NAD LOT 1R BLOCK 7 -7� , COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE. AND AS MONUMENTED ON THE, GROUND Vex D. M Cord, President SOUTHWEST CROSSING, PHASE THREE �>o CURRENTLY ZONED C-1 CO -P ADMINISTRATI -PROFESSIONAL. COMMERCIAL AND A VE 1.791 ACRES 2. THIS PROPERTY IS OF TEXAS NI ZONED A -P COUNTY OF BRAZOS128/PG. 339, VOL. 4455/13G. 216, AND VOL. 3. OWNERSHIP OF THIS PROPERTY IS FOUND IN VOL.VOL OF.BRAZOS COUNTY. 15' P.U.E. authority; on this day persona 4 15.21 lly appeared Jimmy D. McCord known to me 703/PG. 266 OF THE OFFICIAL DEED RECORDS 15' P.I.I.E. Before me, the undersigned autho P.U.E s subscribed to the foregoing instrument, and acknowledged to me that OTHERWISE NOTED. to be the person whose name i 4. IRON, RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS OTH he executed the some for the purpose and consideration therein stated. 0 TO THE FLOOD 5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING 199' 4. and seal on this day of 20-0-+ Given under my hand INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041C0144 C. EFFECTIVE DATE JULY OR. RIGHT-OF-WAY LINES ARE ARC LENGTHS. LOT 2 101 4� 6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY BLOCK 7 P.U.E.SOUTHWEST CROSSING, PHASE THREE A SINGLE "BUILDING VOL. 669. PG. 655 / 7. FOR SIGNAGE PURPOSES, LOTS I & 2 OF BLOCK 1 WILL BE CONSIDERED /e County , Texas I. :00Z J P.O.B.P. 2; F PER L, URSO -4 LOT 1513LOCK 1 GINGER �y Pu4t- PLOT. ZONED R Notary Public; State of Texas 2.763 AM yC Expires 25' FRONT, 15' SIDE STREET, 7.5' SIDE, 1/2* I.R. I L � $ . 11 N/F .. ::: FOUND /\15' P.U.q September 05.2007_--_'.1 8. BUILDING SETBACKS FOR THIS PROPERTY ARE AS FOLLOWS: SON AND STEPHEN A. MADISON AND 15' REAR. DIANE KAY MOMODA-MADISON, - TRUSTEES 9.143 ACRE TRACT I.R. � I : "S j -A., FOUND \ VnI A7R_ PQ 113 (2261/29) :-_ I ZONED C-1 METES AND BOUNDS DESCRIPTION OF A 10' P.I.I.E. 12.287 ACRE TRACT 1/2" I.R. MORGAN RECTOR LEAGUE, A-46 FOUND COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND -BEING .SITUATED IN. / \\ 20P.U. (b THE MORGAN RECTOR LEAGUE, ABSTRACT NO. 46, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING / , \ / 7, SOUTHWEST CROSSING, PHASE THREE, ACCORDING TO THE PLAT RECORDED IN VOLUME ALL OF LOT 1, BLOCK: PAGE 655 OF THE OFFICIAL' RECORDS OF BRAZOS COUNTY, TEXAS, AND ALL OF A CALLED 7.223 ACRE TRACT' LOT 2 669, EL MANAGEMENT CORPORATION RECORDED IN VOLUME 4128, PAGE 339 OF WINDSOR POINTE AS DESCRIBED BY A DEED TO TEXAS HOTEL VOL. 2354, PG. 2517 THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.. (PLAT) /20 I.R. 20' ID.U.E PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: N 2354/25r 014ND SAID TRACT BEING MORE 1/2- I.R. BEGINNING AT A INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF SOUTHWEST PARKWAY (VARIABLE WIDTH FOUND WEST CORNER OF SAID LOT 1 AND THE NORTH CORNER OF LOT 2, BLOCK 7, SOUTHWEST R.O.W.) MARKING THE -1 Aroc* TRACT AC, nirqrPiRFn BY A DEED 1, a, N/F CROSSING, PHASE THREE, SAME BEING THE WEST CORNER OF A GAx1_r_U 1.0 -4�. THOMAS M. MADISON AND TO McCORD ENGINEERING, INC., RECORDED IN VOLUME 4703, PAGE 266 OF THE OFFICIAL PUBLIC RECORDS OF WIIFE, HENRY ETTA MADISON 9.143 APOP TRACT REPLAT A FINALPLAT BRAZOS COUNTY, TEXAS; VOL. 1005, PG. 625 THENCE: N 42' 01' 22- E ALONG THE SOUTHEAST LINE OF SOUTHWEST PARKWAY FOR A DISTANCE OF 205.94 FEET THE NORTH CORNER OF SAID LOT 1 AND THE WEST CORNER OF SAID ZONED C-1 TO A X INCH IRON, ROD FOUND MARKING 80 40 0 80 7.223 ACRE TRACT; THEN SOUTHWEST CE: CONTINUING ALONG THE SOUTHEAST LINE OF PARKWAY FOR THE FOLLOWING CALLS: -OF-WAY MARKER FOUND; N 39* 45' 29" E FOR A DISTANCE OF 28.16 FEET TO A CONCRETE RIGHT N 51* 33' 41" E FOR A DISTANCE OF 355.71 FEET TO A CONCRETE RIGHT-OF-WAY MARKER FOUND; BEARINGS SHOWN R FOUND ONTHE ARE BASED ON THE -OF-WAY MARKE FINAL PLAT DATED N 69 04' 53" E FOR A DISTANCE OF 285.65 FEET TO A CONCRETE RIGHT 2W 1`4 OCTOBER, 1983. SOUTHWEST LINE OF STATE HIGHWAY NO. 6 (VARIABLE WIDTH R.O.W.) MARKING THE NORTH CORNER OF SAID 7.223 ACRE TRACT; THENCE: S 30* SOUTHWEST LINE OF STATE HIGHWAY NO. 6 FOR A DISTANCE OF 584.43, 41' 27".E ALONG THE SO CORNER OF SAID 7.223 ACRE TRACT AND THE NORTH MARKING THE EAST X (P FEET TO A INCH IRON ROD FOUND MARK DEED TO STEPHEN A. MADISON AND DIANE KAY AS DESCRIBED BY A 1W P.UF- CORN�R OF A CALLED 9.143 ACRE11RACT MOMODA ", TRUSTEES -�RECORDED IN VOLQME-'3783, PAGE 113 OF THE OFFICIAL PUBLIC RECORDS OF ��MADISON# BRAZOS $OLTr11WEST CRO1 �G PHASE 3 COUNTY, TEXAS; LOT 1, BLOM \7 T AND SAID 9.143 ACRE TRACT 23' 23" W ALONG THE COMMON LINE OF SAID 7.223 ACRE TRACT 5.12 ACRES\ THENCE: S 42' CORNER OF� (3783/113) FOR A DISTANCE OF 481.04 FEET TO A X INCH IRON ROD FOUND MARKING THE SOUTH VOL. 669, Pri. 65�< SAID 7.223 ACRE TRACT AND THE EAST CORNER OF SAID LOT 1; THENCE: S 42' 08' 17" W ALONG THE COMMON LINE OF SAID LOT 1 AND SAID 9.143 ACRE TRACT 3783/1.13) FOR A DISTANCE OF -154.40 FEET TO A INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID 9.143 ACRE % ER OF A CALLED 9.143 ACRE TRACT AS DESCRIBED BY A DEED TO 4, TRACT (3783/113.) AND THE NORTH CORN. THOMAS M. MADISON I AND WIFE, HENRY ETTA MADISON, RECORDED IN VOLUME 1005, PAGE 625 OF THE OFFICIAL RECORDS OF BRAZOS .COUNTY, TEXAS.; THENCE: S 43' 31' 22" W ALONG THE COMMON LINE OF SAID LOT 1 AND SAID 9.143 ACRE TRACT (1005/625) FOR A DISTANCE OF 30.88 FEET TO A INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID LOT 1 AND 1W P.Ue CERTIFICATE OF SURVEYOR THE EAST CORNER OF LOT 2, .WINDSOR POINTE, ACCORDING TO THE PLAT RECORDED IN VOLUME 2354, PAGE 257 STATE OF TEXAS OF THE OFFICIAL PUBLIC RECORDS 0F BRAZOS COUNTY, TEXAS; 2W P.0 COUNTY OF BRAZOS 1 AND WINDSOR POINTE FOR A DISTANCE OF THENCE: N 47' 56' 02" W ALONG THE COMMON LINE OF SAID LOT 1. Brad Kerr, Regis•tered Public Surveyor No. 45, tote of Texas, hereby certify that this 340.84 FEET TO A % INCH IRON ROD FOUND MARKING THE EAST CORNER OF SAID LOT 2, BLOCK 7, SOUTHWEST q survey of the property and that the PHASE :THREE; pl:is true and correct onO was prepared fro ppr CROSSING, itkgrownd. lqce porviolon on the 414 .'9pr�perty mor�#m and monuments warp P u my 2 FOR A DISTANCE OF 17.00 ki A-7* -ua` ni " W ALONG THE COMMON LINE OF SAID LOT 1 AND SAID LOT THEN FEET TO A X INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID 1.81 ACRE TRACT (4703/266); KE$R 0 0 IS 0 6101 ME BEING 00* so P,41$, No. 45PZ W CONTINUING ALONG THE COMMON LINE OF SAID orr$ THENCE: N 47* 55' 32 01� R 10- 1 NAL P LAT . �� e'-& OF 383.77 FEET TO THE POINT F BEGINNING THE SOUTHWEST �WNE OF SAID 1.81 ACRE TRACT FOR A DISTANCE S CONTAINING 12.287 ACRES OF LAND AS SURVEYED ON THE GROUND FEBRUARY, 2004. BEARING ORIENTATION SHOWN PLAT FINAL HEREIN IS BASED: ON -GRID NORTH AS ESTABLISHED FROM CPS OBSERVATION. h Vi7-ST CROSSING PHASE THD, EE LINE TABLE NE CURVE TABLE Ll 28.16' CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING ci 15.19, 202,50' 417'56' 7.60' S43'3_1'22 -W 1'48'W *48'E C2 14.82' 1197,50' 4!17*567 7,41' 14Z1' S38`4 C3 54,60' 385.0w W0734' 27.35' 54,56' S4 -V 33*E, C4 31,14' 22,00'• L12 18,82' 28,60' 171' C5 11128' 215100* 30`11*19w 57.99' 111.98, S65-01,z5y C6 67.03' 185.w 21Y '40" 33.89' 66,67! Nwr '15'E. C7 77.90' 215.00' 21745*40" &.38- 65.58' 77,48- 123. 9, N69*44'15"E SW35152"W _C8 126.05- 118,55,__ 185,00' 22 00. 3W02'247 3T11,191 60.69' 117.18! S65*01*25W �c9 0 63.41' 175.00' 20'45'40" 32.06' 32.06' 63.0W N69*,44'15*E _ci cil 83.34' 230.00' .20-45-0- 42.13' 82.89 N69*411 5"E C12 N4r55'.5 "W 170.00' 3W02*24* 60.27 113161* S6(r35'52'W C13 42.44' 27,00' 91703 gQ- 27.02' 38.10' NOT56'50'W C14 58.86' 415,00' ErO7 1 58.01' S44!54'33 -E C15 14.73' 197.50' 4.37' .29.48' 7.'37' 14.72' N42*58'• 6*W C16 15.10' 141,94' N4(T50,46nff_ L38 45,49' 04 07-05-V 1, a, N/F CROSSING, PHASE THREE, SAME BEING THE WEST CORNER OF A GAx1_r_U 1.0 -4�. THOMAS M. MADISON AND TO McCORD ENGINEERING, INC., RECORDED IN VOLUME 4703, PAGE 266 OF THE OFFICIAL PUBLIC RECORDS OF WIIFE, HENRY ETTA MADISON 9.143 APOP TRACT REPLAT A FINALPLAT BRAZOS COUNTY, TEXAS; VOL. 1005, PG. 625 THENCE: N 42' 01' 22- E ALONG THE SOUTHEAST LINE OF SOUTHWEST PARKWAY FOR A DISTANCE OF 205.94 FEET THE NORTH CORNER OF SAID LOT 1 AND THE WEST CORNER OF SAID ZONED C-1 TO A X INCH IRON, ROD FOUND MARKING 80 40 0 80 7.223 ACRE TRACT; THEN SOUTHWEST CE: CONTINUING ALONG THE SOUTHEAST LINE OF PARKWAY FOR THE FOLLOWING CALLS: -OF-WAY MARKER FOUND; N 39* 45' 29" E FOR A DISTANCE OF 28.16 FEET TO A CONCRETE RIGHT N 51* 33' 41" E FOR A DISTANCE OF 355.71 FEET TO A CONCRETE RIGHT-OF-WAY MARKER FOUND; BEARINGS SHOWN R FOUND ONTHE ARE BASED ON THE -OF-WAY MARKE FINAL PLAT DATED N 69 04' 53" E FOR A DISTANCE OF 285.65 FEET TO A CONCRETE RIGHT 2W 1`4 OCTOBER, 1983. SOUTHWEST LINE OF STATE HIGHWAY NO. 6 (VARIABLE WIDTH R.O.W.) MARKING THE NORTH CORNER OF SAID 7.223 ACRE TRACT; THENCE: S 30* SOUTHWEST LINE OF STATE HIGHWAY NO. 6 FOR A DISTANCE OF 584.43, 41' 27".E ALONG THE SO CORNER OF SAID 7.223 ACRE TRACT AND THE NORTH MARKING THE EAST X (P FEET TO A INCH IRON ROD FOUND MARK DEED TO STEPHEN A. MADISON AND DIANE KAY AS DESCRIBED BY A 1W P.UF- CORN�R OF A CALLED 9.143 ACRE11RACT MOMODA ", TRUSTEES -�RECORDED IN VOLQME-'3783, PAGE 113 OF THE OFFICIAL PUBLIC RECORDS OF ��MADISON# BRAZOS $OLTr11WEST CRO1 �G PHASE 3 COUNTY, TEXAS; LOT 1, BLOM \7 T AND SAID 9.143 ACRE TRACT 23' 23" W ALONG THE COMMON LINE OF SAID 7.223 ACRE TRACT 5.12 ACRES\ THENCE: S 42' CORNER OF� (3783/113) FOR A DISTANCE OF 481.04 FEET TO A X INCH IRON ROD FOUND MARKING THE SOUTH VOL. 669, Pri. 65�< SAID 7.223 ACRE TRACT AND THE EAST CORNER OF SAID LOT 1; THENCE: S 42' 08' 17" W ALONG THE COMMON LINE OF SAID LOT 1 AND SAID 9.143 ACRE TRACT 3783/1.13) FOR A DISTANCE OF -154.40 FEET TO A INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID 9.143 ACRE % ER OF A CALLED 9.143 ACRE TRACT AS DESCRIBED BY A DEED TO 4, TRACT (3783/113.) AND THE NORTH CORN. THOMAS M. MADISON I AND WIFE, HENRY ETTA MADISON, RECORDED IN VOLUME 1005, PAGE 625 OF THE OFFICIAL RECORDS OF BRAZOS .COUNTY, TEXAS.; THENCE: S 43' 31' 22" W ALONG THE COMMON LINE OF SAID LOT 1 AND SAID 9.143 ACRE TRACT (1005/625) FOR A DISTANCE OF 30.88 FEET TO A INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID LOT 1 AND 1W P.Ue CERTIFICATE OF SURVEYOR THE EAST CORNER OF LOT 2, .WINDSOR POINTE, ACCORDING TO THE PLAT RECORDED IN VOLUME 2354, PAGE 257 STATE OF TEXAS OF THE OFFICIAL PUBLIC RECORDS 0F BRAZOS COUNTY, TEXAS; 2W P.0 COUNTY OF BRAZOS 1 AND WINDSOR POINTE FOR A DISTANCE OF THENCE: N 47' 56' 02" W ALONG THE COMMON LINE OF SAID LOT 1. Brad Kerr, Regis•tered Public Surveyor No. 45, tote of Texas, hereby certify that this 340.84 FEET TO A % INCH IRON ROD FOUND MARKING THE EAST CORNER OF SAID LOT 2, BLOCK 7, SOUTHWEST q survey of the property and that the PHASE :THREE; pl:is true and correct onO was prepared fro ppr CROSSING, itkgrownd. lqce porviolon on the 414 .'9pr�perty mor�#m and monuments warp P u my 2 FOR A DISTANCE OF 17.00 ki A-7* -ua` ni " W ALONG THE COMMON LINE OF SAID LOT 1 AND SAID LOT THEN FEET TO A X INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID 1.81 ACRE TRACT (4703/266); KE$R 0 0 IS 0 6101 ME BEING 00* so P,41$, No. 45PZ W CONTINUING ALONG THE COMMON LINE OF SAID orr$ THENCE: N 47* 55' 32 01� R 10- 1 NAL P LAT . �� e'-& OF 383.77 FEET TO THE POINT F BEGINNING THE SOUTHWEST �WNE OF SAID 1.81 ACRE TRACT FOR A DISTANCE S CONTAINING 12.287 ACRES OF LAND AS SURVEYED ON THE GROUND FEBRUARY, 2004. BEARING ORIENTATION SHOWN PLAT FINAL HEREIN IS BASED: ON -GRID NORTH AS ESTABLISHED FROM CPS OBSERVATION. h Vi7-ST CROSSING PHASE THD, EE REPLL SOUTHWEST CROSSING 3 :�:: BLOCK 7, LOT 1 R 1.815 ACRES{ AND 00 FINAL PLAI LInr+-RTY ' UBNVI� BLOCK 1 LOTS 1 & 2 10.472 ACRES P g. RIGHT-OF-WAY DEDICATION 0.030 ACRES MORGAN RECTOR LEAGUE A-46 COLLEGE STATION .-BRAZOS COUNTY, TEXAS q SCALE: 1'=80' MAY 2004 REVISED JUNE, OWNER/DEVELOPER: ENGINEER: Texas Hotel Management; Corp. 1203 University Drive East college station. TX 77840 (979) 846-8700 General Brad Kerr. RPLS No. 4502 Ginger L. Urso, P.E. Kerr Surveying, LLC 1707 Graham Road P.O. Box 269 Texas 77845 College Station, TX 77841 College . Station, (979) 268-3195 .(979) 690 7711 LOT 1 , BLOCK 7 NOTE: SEGMENT L9 HAS BEEN OMITTED. VOL. 669, FIG. 055 LINE TABLE NE I LENGTH BEARING Ll 28.16' N39*45*29'E-- L2 36.89' N51*33*41T L2A 64.53' N4jTO1'22E L3 154.40' S42*08'17'W L4 30.88' S43'3_1'22 -W L5 17.00' . ....... _N1738'01'W L6 5.00' N47' '32W L7 5.29' N4r5eO2'W L8 162.4.8' N41*04'40"E L10 140.32' N41*04'40"E Ll 1 12.97, N48*55'20'W L12 10. 00' 41' '40' L13 12.97' *4 ,tr55'20'W L14 142,20' hjj1'OW40'E L15 144.66' N,1755'51'W L16 �000'_ 04' 'E L17 10.00' N4755'51'W L18 5.00' 144 04'LO9*F- L19 132.92' N4-r55'51'W L20 65.69* N41'04'40*E L21 106,87' NW07'04*E-- L22 49.13' N59'21' 5"E L23 124,03- N41'04'40'E- L24 4.00' N41*04*40'E L25 46.28' N47' '51 V L26 20.00' 1 S4TOW09W L27 +4.63' N4r55'.5 "W L28 N4q5O'46W L29 45.02' S3(r32'50*E- L30 140.84' N40*50'46'* L31 32.54' S4B 58'20"E L32 69.12- N5921*25*E L33 106,87' N8aO7'G4-E- L34 -47.43' H41*04'40'E L35 4.37' H41'04'40"E L36 24.65' 48'58'20*E L37 141,94' N4(T50,46nff_ L38 45,49' 04 07-05-V L39 32.68' N40'50*46W L40 81.43' f143'41'39*F L41 106.87' N80' 7'04'E L424_9.09' U59 -21 -25 -F -- L43 80.06' 1443'39*17E - L44 106.87' NB(rO7'0eE- L45 69.08' 059'21'25"E L46 111.94' I4 01'22'E L47 15. N4r01'22'E L48 15.DO' S47*58'38*E 1" 15.00' 1442.01'22"E L50 15.00' N42*01'22*E_ L51 15.00' 144r58'38"W 152 15.00' 1,142*01*22"E L53 I REPLL SOUTHWEST CROSSING 3 :�:: BLOCK 7, LOT 1 R 1.815 ACRES{ AND 00 FINAL PLAI LInr+-RTY ' UBNVI� BLOCK 1 LOTS 1 & 2 10.472 ACRES P g. RIGHT-OF-WAY DEDICATION 0.030 ACRES MORGAN RECTOR LEAGUE A-46 COLLEGE STATION .-BRAZOS COUNTY, TEXAS q SCALE: 1'=80' MAY 2004 REVISED JUNE, OWNER/DEVELOPER: ENGINEER: Texas Hotel Management; Corp. 1203 University Drive East college station. TX 77840 (979) 846-8700 General Brad Kerr. RPLS No. 4502 Ginger L. Urso, P.E. Kerr Surveying, LLC 1707 Graham Road P.O. Box 269 Texas 77845 College Station, TX 77841 College . Station, (979) 268-3195 .(979) 690 7711 LOT 1 , BLOCK 7 NOTE: SEGMENT L9 HAS BEEN OMITTED. VOL. 669, FIG. 055 PROPERTY e/n /n a fir MAIN 0 i EARL RUDDER [=-.R■EWAY — STATE HIGHWAY NO. 6 – --- ---------- -- ---- --- -- -------------------------------------------- N M C) FEEDER ROAD DOMESnc DOMEsno. WATER `,�\ ( „%' � WATER SERVICE METER. TO `-0, NO IRRIGATION IN ff O AREA, SITE UTILITY DW6- PROPERTY `;� ' ii TEXAS D.O.T. Rt6HT OF WAY BACKFLOW PREVENTER 2" IRRIGATION WATER LINE PLANtTING II =z ASSEMBLY BY SITE ZONE, UTILITY C.C1IVTRAGTOR. 50"CE B��Y 55IpjT.E�- n NOT %I, CoONT AC �— ,2a-- —,]-•— .. —.. - —,]-R— ,:-n-- tx <— .. -,]-6— .. —,3 t— ,]-6_. ix -n �\— _ � r 4I K, y.:� UTILITY TOR. ` �wa� -- lam— -- h--- - - -- `•4--- —I= -r- --- ❑-K-- - - - ' -- .. - - u — n �. ,]-K --- .. '' � �3 1 ) f270.44 •. �.j'Q `tc'o°aa-. - -c II - k . PC if9 PC go it p,ry 11 1 W4 tig n. =: � sem- • o- �,- if �.it .�■ ►4 1 !L 1 �l'►LU 13 it NoA < If xIf If Li 11 low w, 1 ► .� I a • - I �� ` w 1�e • �P` PROPOSED an,•O. i ��' 1 i I IE'r� I ■r wim ' ■ /y �� ( �' , � � � ,..per / - JJ / + ZONE, SPRINKLERS _J I r N __ - _ "OT 5 • I NIS S I 276 O ZONE, 5INMAIN � KLER5 ( 15UMVE st - 278 - - - NOT ool Q. •• 'f: + +.. ♦. --Iit Ex,c—fAL W3—l.E u]c IN^--I,A,f. F- / -�/ / / /j•.. ,' ILII A// ..\V11/m/ . \ I l _ _ /hl I I I i ll I I e I I wi + I r SPLANnN6 BED p ' ZONE 5PRINKLER5 PLANTING' BED �• SHOP". � ���� ZONE, (5PRINKLERS NOT SHOP". 1 NO IRRIGATIONrIt l / IN THIS AREA ' I �II�II#11`II�II�II�it/II�tIAII/it�ll�rl�ll \ I l/ ! i� / ll JJ MAIN WATER DISTRI51IMON LOOPS AND ZONE VALVE BOXES 5HALL BE INSTALLED ■t I ► I t I I i t t ► p e \•�,� �'1 I i' 1 / it l �' t ON PRIVATE LAND, INSIDE PROPERTY LINES. •■ I r �■ i t moll a il�: i I I ® � � � f t� l l I r r r i' l l �QI'Z r REFER TO LAND'.aGAPE PLAN FOR PLANTING INFORMATION, [:,1V �I , I I Ii r , REVIEWED I _( r THE LOGATION5 OF EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. COIPLIANCEr ' THERE MAY BE OTHER UnUTIES WITHIN THE PRO.EGT AREA THAT ARE NOT ' �i r 1 ' i' i I FEB. 3 2006 SHOM. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR VM. P nN6 THE `` EXIST�IGE AND LOCATION :OF ALL: UTILITIES. =1 i I f I, COLLEG . IS V'E1.0 W a Iwo jl 4 ml all PI Q��H a 'm �� \1\ Z nn�i1B F II Ir 5 P4 n a z �"fill 8'/ � n II II I II it ��K A _ If ii it I elu >lr1/ PROPERTY e/n /n a fir MAIN 0 i EARL RUDDER [=-.R■EWAY — STATE HIGHWAY NO. 6 – --- ---------- -- ---- --- -- -------------------------------------------- N M C) FEEDER ROAD DOMESnc DOMEsno. WATER `,�\ ( „%' � WATER SERVICE METER. TO `-0, NO IRRIGATION IN ff O AREA, SITE UTILITY DW6- PROPERTY `;� ' ii TEXAS D.O.T. Rt6HT OF WAY BACKFLOW PREVENTER 2" IRRIGATION WATER LINE PLANtTING II =z ASSEMBLY BY SITE ZONE, UTILITY C.C1IVTRAGTOR. 50"CE B��Y 55IpjT.E�- n NOT %I, CoONT AC �— ,2a-- —,]-•— .. —.. - —,]-R— ,:-n-- tx <— .. -,]-6— .. —,3 t— ,]-6_. ix -n �\— _ � r 4I K, y.:� UTILITY TOR. ` �wa� -- lam— -- h--- - - -- `•4--- —I= -r- --- ❑-K-- - - - ' -- .. - - u — n �. ,]-K --- .. '' � �3 1 ) f270.44 •. �.j'Q `tc'o°aa-. - -c II - k . PC if9 PC go it p,ry 11 1 W4 tig n. =: � sem- • o- �,- if �.it .�■ ►4 1 !L 1 �l'►LU 13 it NoA < If xIf If Li 11 low w, 1 ► .� I a • - I �� ` w 1�e • �P` PROPOSED an,•O. i ��' 1 i I IE'r� I ■r wim ' ■ /y �� ( �' , � � � ,..per / - JJ / + ZONE, SPRINKLERS _J I r N __ - _ "OT 5 • I NIS S I 276 O ZONE, 5INMAIN � KLER5 ( 15UMVE st - 278 - - - NOT ool Q. •• 'f: + +.. ♦. --Iit Ex,c—fAL W3—l.E u]c IN^--I,A,f. F- / -�/ / / /j•.. ,' ILII A// ..\V11/m/ . \ I l _ _ /hl I I I i ll I I e I I wi + I r SPLANnN6 BED p ' ZONE 5PRINKLER5 PLANTING' BED �• SHOP". � ���� ZONE, (5PRINKLERS NOT SHOP". 1 NO IRRIGATIONrIt l / IN THIS AREA ' I �II�II#11`II�II�II�it/II�tIAII/it�ll�rl�ll \ I l/ ! i� / ll JJ MAIN WATER DISTRI51IMON LOOPS AND ZONE VALVE BOXES 5HALL BE INSTALLED ■t I ► I t I I i t t ► p e \•�,� �'1 I i' 1 / it l �' t ON PRIVATE LAND, INSIDE PROPERTY LINES. •■ I r �■ i t moll a il�: i I I ® � � � f t� l l I r r r i' l l �QI'Z r REFER TO LAND'.aGAPE PLAN FOR PLANTING INFORMATION, [:,1V �I , I I Ii r , REVIEWED I _( r THE LOGATION5 OF EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. COIPLIANCEr ' THERE MAY BE OTHER UnUTIES WITHIN THE PRO.EGT AREA THAT ARE NOT ' �i r 1 ' i' i I FEB. 3 2006 SHOM. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR VM. P nN6 THE `` EXIST�IGE AND LOCATION :OF ALL: UTILITIES. =1 i I f I, COLLEG . IS V'E1.0 �f• 1 t THE CONTRACTOR SHALL NOTIFY DI6GERS HOTLINE 4.6 HOURS IN ADVANCE �E r I , t ANY W PRIOR TO INITIATING ORK. --- 11 I I , It I IN �_ � t � SGAiI::Es 1= 20'-Otl CONTRACTOR SHALL MAINTAIN I::EGORD DRAWINGS DURING CONSTRUCTION WHICH i1 5HOW A5 -BUILT GONDITION5 OF ALL WORK. of ' I i 11 if CONTRACTOR FACILITIES SHALL BE IN ACCORDANCE WITH OTATE AND COUNTY STANDARDS. -� e THE CONTRACTOR SHALL INSTALL, PRIOR TO START OF CONSTRUCnON AND MAINTAIN DURING CON5TRl1GTI0N, ALL SEDIMENT/ERiOSION CONTROL MEASURES A5 REQUIRED TO RETAIN ALL 5EDINENT5 ON THE SITE. 1MPROPER:SEDIMENT �� �a CONTROL MEASURES MAY RESULT" 1N GORE ENFORCEMENT VIOLATION. CONTRACTOR SHALL BE .RE5PON51BLE FOR iii M YlN6 5WIMENTMR05ION CONTROL: �, I •` ` AV 41 %i W a Iwo r�,J F-1 � ml all PI Q��H a 'm �� Z F P4 O a z A USO U •c z h cO o a� m U w� N CCID * � c, co COD A - CID 0, 0 0 -ni •cc ♦J V.. I'- Cts 15 C Z N 0 E 'w cc co `' N o. i uj N L z � x -Ara �f• 1 t THE CONTRACTOR SHALL NOTIFY DI6GERS HOTLINE 4.6 HOURS IN ADVANCE �E r I , t ANY W PRIOR TO INITIATING ORK. --- 11 I I , It I IN �_ � t � SGAiI::Es 1= 20'-Otl CONTRACTOR SHALL MAINTAIN I::EGORD DRAWINGS DURING CONSTRUCTION WHICH i1 5HOW A5 -BUILT GONDITION5 OF ALL WORK. of ' I i 11 if CONTRACTOR FACILITIES SHALL BE IN ACCORDANCE WITH OTATE AND COUNTY STANDARDS. -� e THE CONTRACTOR SHALL INSTALL, PRIOR TO START OF CONSTRUCnON AND MAINTAIN DURING CON5TRl1GTI0N, ALL SEDIMENT/ERiOSION CONTROL MEASURES A5 REQUIRED TO RETAIN ALL 5EDINENT5 ON THE SITE. 1MPROPER:SEDIMENT �� �a CONTROL MEASURES MAY RESULT" 1N GORE ENFORCEMENT VIOLATION. CONTRACTOR SHALL BE .RE5PON51BLE FOR iii M YlN6 5WIMENTMR05ION CONTROL: �, I •` ` AV 41 %i PROJECT BENCHMARK: Sq. Cut in Stop Light, Elevation =285.88, X=3566268.85, Y=10211650.74 ------------ Project Benchmark Sq. Cut in Stop Light Elevation = 285.88 X = 3566268.85 Y = 10211650.74 12-WL— =P 2-WL =P — 36 -RCP— T1� I 281 279 ------------------------------------------------ ERL-BUDDER FREEWAY ABLE 0 -8 8 4 8 L4 280 2 g n - - - - - - - ---------- ---------- S TA ���, , I G N W AY N 0° 7 1lr------------- c� WIDTH R.O.W.'% v R,,�,R0AD _ 284 282 -- __— X32 U i ,� 'N . T. tLx 12 -WL 12 -WL 12 -WL ..._ 12 -WL 12 -WL t4W6YL 12 -WL 12 -WL � ` 12 -WL - ; 2 7 EX. 12" Y21 lb WATERLINE V. Y GTE GTE �`- GTE GTE ` "TE GTE GTE c CIE , )) , \\\ GTE �u1 1 tF— ^ ] r ro.. '�._. \• --=LIE--� JJ�3•JTAE G� OE OE. • _ , OE ---� ��E?'1�11'_'7GOE—�'�-��7 v OE OE OE E OE / OE II r , \ 0E L - ' PROP. - PREP. ( 3 �j' �/ �/J TV CABLE LINE ELCTRICAL WATERLI E PROP. / \� Ii co ( V' C I N I I I MAP 15' Side Street Setback TRANSFORMER ELECTRICAL (V �� \ II 20' P.U.E. 278 I R PROP. LINE / / EX. CONCRETE ` I r - 11 I "" TELEPHONE LINE PROP. DOMESTIC �V ELECTRICAL PAD (NTS) WATER METER ( Q� / r--------- - --- - ---------------------------------- - -- ------ ---- -------------------------MEO------- -- �- - -- - ---ETEC- -----------_Mc --------- ELEc------------�61 \ (GENERAL 276—1.5-wL Ku — — — — — CONSTRUCTION NOTES: ---------------------,_,--1-----�-1.5---•_---1.5-WL — __-- — _— -- ' — —_---------_L_— 1. It shall be the responsibility of the Contractor to verify the exact location of + RIP - II 1 Q 11 : 1b" /PV / k"_ STAR PROP. X1 D AI WINGEDEX. 24' Qll HEAD ARCP ST RM //a// o `� I N � ,,oC\� /QNQ N N �\ �O D TEN ION Il �� N 0 :D7 7 Il I ash i (SEE GR DING P N I� ii Q� o If W Q��ll 173.7 /•��� I� 11 �o (0 II � Qlral to 00 IIf Ql� 111 N N If /l l — II f i Q d W lin II I 48i �_/7. I Q lI 1 DETENTION I V IIIII � LIQ/I l POND / EE GRADING P 6' FENCE /C l N (SEE ARCHITECTURAL l 274 DRAWINGS OU , FOR DETAILS) Q 4 `" Q Q oQ l = 76 i `RIP,: -RAP 4- Q Q /� 278 SEE GRADING-- Q�Q � � PLAN Q/Q 1o' l MG1ME�- Q ON M' 9 SIGN ` �IUL ------------------ -------------------- - r` I -0■ DESIGNATED PARKING ONLY All curbs and curb en esi nat s S g firelanes on plans shall be painted red with *4" (four inch) white lettering stating 1 "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. m^*^== ria RRE LANE= Ima FIRE LANE STRIPING 18" x 12" See Ordinance for / additional Information FM LANE SIGN II ' to II z I NOTE: CONTRACTOR SHAL�L�S ' ^�-,, PROVIDE A SEPARATE BID I r) ONUMENT FOR SIGN #2 - THE •.� SIGN #2 SIGNS SHOWN HEREOfJ' WILL, BE PERMITTED 10 SEPARATELY W COto �coE E-, CQ CQ 0 a z z � A � � O H CQ Z �CQ Z E- pa, O W . 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HYDROLOGY • UTILITIES -STREETS IVA�':• 1 OF PROPOSED SITE PLANS * SUBDIVISIONS SIDEWALK INSET SCALE: 1'=30' SIDEWALK �X•-\ � ,r , ��, \ \ ',w O • it �' 'S� R�: � ((�2 •� g,11/7?J2005 0221:56 PM, 1:20 ' www.mitchellandmorgan.com ` Lc) O N L I � 0 o o C4 M � O rA O s~ W W COto �coE E-, CQ CQ 0 a z z � A � � O H CQ Z �CQ Z E- pa, O W . CQ cu � O It � , � cT EU O O N (D v_ U_ t°' .Z Cti a c co L Z 3 ca o Ecu cc N W N N O O p Q L_ N O m Z =_ Q J n W f C)I L.-U-15Ls ; , I MATCH LINE, \ ` I -" SCALE 1 " IBM= 1 21 rWs 1 rr a 20» _ 4 —T _ I 11 \LINE t, [� I - E- LKS>� 1 W A — —___ _. K - 4D� .-. ..._. _, .. „r... .. ... �. .... ._.. . ..- ,:<,.. �. .., a-.,. �S -W I 11 RAMP. ......... ... .......r. _:.•..-...... .... ,::_.._..,........_..._, - �-' II - Y 32 — —_—_— _ — — �NITARY SEINER Ex. __ -I �, 1 1 7.979.260.6963--�.,•.,.•..d 1 I 1 � II ..�.�_ .; (TYP:) :` II d� ( LIGHT MANHOLE F.979.260.3564 :�'We of T r� POLE \\\`� 0.0 .,+",' +, ' 6 :68 II a 1 (BY OTHERS) .;•' ' 1 ' 11 511 UNIVERSITY ORNE EAST iP - 'p ' ���tS'°Pt — — — — D=08'07'34 — S 48 Sao \ l \ COLLEGE STATION, R40 5 11�, 1 SEE SIDEWALK •� ; \ SUITE 0 'AVE.. ..: - SPECIALISTS'" -' ` LAN &DESIGNS ; {;��(�'.q INSET FOR I CIVIL ENGINEERING ,'g' : , :.; —�. �''�� _-._—�-:---------------=--_'=----- — _--- I � � I UE 1 CONTINUATION � J� 7 � HYDRAUL3CS ' A %%!S$�-.... HYDROLOGY • UTILITIES -STREETS IVA�':• 1 OF PROPOSED SITE PLANS * SUBDIVISIONS SIDEWALK INSET SCALE: 1'=30' SIDEWALK �X•-\ � ,r , ��, \ \ ',w O • it �' 'S� R�: � ((�2 •� g,11/7?J2005 0221:56 PM, 1:20 ' www.mitchellandmorgan.com ` lima L I � 0 o o W N O N � O O W COto �coE E-, CQ CQ 0 a z z � A � � O H CQ Z �CQ Z E- pa, O W . CQ cu � O It � , � cT EU O O N (D v_ U_ t°' .Z Cti a c co L Z 3 ca o Ecu cc N W N N O O p Q L_ N O m Z =_ Q J n W f C)I L.-U-15Ls ; , I MATCH LINE, \ ` I -" SCALE 1 " IBM= 1 21 rWs 1 rr a 20» _ 4 —T _ I 11 \LINE t, [� I - E- LKS>� 1 W A — —___ _. K - 4D� .-. ..._. _, .. „r... .. ... �. .... ._.. . ..- ,:<,.. �. .., a-.,. �S -W I 11 RAMP. ......... ... .......r. _:.•..-...... .... ,::_.._..,........_..._, - �-' II - Y 32 — —_—_— _ — — �NITARY SEINER Ex. __ -I �, 1 1 7.979.260.6963--�.,•.,.•..d 1 I 1 � II ..�.�_ .; (TYP:) :` II d� ( LIGHT MANHOLE F.979.260.3564 :�'We of T r� POLE \\\`� 0.0 .,+",' +, ' 6 :68 II a 1 (BY OTHERS) .;•' ' 1 ' 11 511 UNIVERSITY ORNE EAST iP - 'p ' ���tS'°Pt — — — — D=08'07'34 — S 48 Sao \ l \ COLLEGE STATION, R40 5 11�, 1 SEE SIDEWALK •� ; \ SUITE 0 'AVE.. ..: - SPECIALISTS'" -' ` LAN &DESIGNS ; {;��(�'.q INSET FOR I CIVIL ENGINEERING ,'g' : , :.; —�. �''�� _-._—�-:---------------=--_'=----- — _--- I � � I UE 1 CONTINUATION � J� 7 � HYDRAUL3CS ' A %%!S$�-.... HYDROLOGY • UTILITIES -STREETS IVA�':• 1 OF PROPOSED SITE PLANS * SUBDIVISIONS SIDEWALK INSET SCALE: 1'=30' SIDEWALK �X•-\ � ,r , ��, \ \ ',w O • it �' 'S� R�: � ((�2 •� g,11/7?J2005 0221:56 PM, 1:20 ' www.mitchellandmorgan.com ` I PROJECT BENCHMARK: Sq. Cut in Stop Light, Elevation=285.88, X=3566268.85, Y=10211650.74 Project Benchmark Sq. Cut in Stop Light Elevation = 285.88 X = 3566268.85 Y = 10211650.74 12 -ITL 1-DIMENSION.dwg,11/22120050223A6PM, 1.30 EARL -RUDDER FREEWAY -- STATE HIGHWAY - NO VARIABLE WIDTH R.O.W. FEEDER ROAD C ONCRETE �'r EXISTING I AW11 IT TA 01 C ! l A♦ ,0%71T TA AI l - 6 _ 72:1 si,... _ Construction Joint-/ ®3 Bars 12" O.C.E. W. SECTION A- A 6 f f 4 I Concrete Landing Concrete 2% Max rY +f,'f' f f 2% Max Landings Grass r A ,� o A (o Sod N Expansion Joint N "' v Concrete }2%Max Sidewalk Back of Curb z Red Concrete w/ Light Broom Finish w Grooves (1/8" Deep x 1/4" to 3/4" Wide ® 3/4 to 2" Apart). Grooves scored at anggle to drain off romp. Ramp must comply with TAS Standards H 90' RAMP DETAIL NTS See Plan Sheet for Specific Ramp Placement Light Broom Finish w/ Grooves (1/8" Deep x 1/4" to 3/4" Wide 3/4" to 2' Apart). Romp shall be red in color as approved by the engineer. (typ.) ti .................. .............. ...........: .... s:::;:::.... ....... X DIAGONAL RAMP DETAIL N TS Sere Plan Sheet for Specific Ramp Placement (Ramp Con,4truction Shall be considered Subsidiary to Sidewalk. Ramp Payment Limits SEE 6' PLAN 6' (MIN 4') Match Gutter Grade ` Back of Curb surface Finisn 5n011 Comply with TAS Requirements: Light broom finish with grooves (1/8" Deep x 1/4" to 3/4" Wide, spaced 3/4" to 2" apart.) Dark shading indicates limits of colored concrete. Ramp shall be red in color as approved by the project engineer. PARALLEL RAMP DETAIL FILENAME: he- amp-porallelAwg PLOTTED: 04 Apr 2005 - 8:53 am 6' X12:1 Slope (Moxa l� Construction Joint -/ ®3 Bars 12" O.C.E. W. Expansion Joint SECTION B -B u) ' SIDEWALK , I .r .....� . ......._� B f q �I M4 u'9 I WV I 1 r 1 uL _ c ,( LIN[ Point Easting Northing Point Easting Northing Point Easting Northing Point Easting Northing Point Easting Northing 1 3566216.12 10211611.60 56 3566181.23 10211298.12 111 3566198.69 10211307.90 166 3566199.43 10211410.30 221 3565859.08 10211380.72 2 3566213.11 10211605.72 57 3566184.67 10211300.17 112 3566195.37 10211313.49 167 3566182.23 10211400.09 222 3565868.11 10211409.39 3 3566231.47 10211560.89 58 3566187.74 10211295.01 113 3566203.85 10211310.97 168 3566177.64 10211407.83 223 3565864.49 10211406.96 4 3566228.70 10211560.00 59 3566184.30 10211292.97 114 3566200.53 10211316.56 169 3566194.84 10211418.04 224 3565861.41 10211416.06 5 3566230.29 10211559.81 60 3566195.68 10211268.71 115 3566204.56 10211325.74 170 3566193.82 10211419.76 225 3565857.86 10211413.28 6 3566214.62 10211608.66 61 3566228.24 10211226.76 116 3566183.72 10211339.83 171 3566176.62 10211409.55 226 3565860.38 10211443.49 7 3566263.23 10211523.88 62 3566224.80 10211224.72 117 3566178.54 10211353.86 172 3566189.22 10211427.50 227 3565856.53 10211445.82 8 3566263.30 10211513.11 63 3566217.60 10211209.02 118 3566167.21 10211360.94 173 3566172.02 10211417.29 228 3565853.66 10211439.50 9 3566267.01 10211514.62 64 3566215.77 10211219.36 119 3566167.57 10211372.35 174 3566187.18 10211430.94 229 3565854.48 10211419.35 10 3566273.88 10211496.88 65 3566218.29 10211205.08 120 3566167.51 10211367.15 175 3566169.98 10211420.73 230 3565858.18 10211420.87 11 3566272.65 10211492.08 66 3566174.90 10211207.90 121 3566164.17 10211372.77 176 3566165.39 10211428.47 231 3565857.47 10211438.29 12 3566366.09 10211341.51 67 3566272.44 10211177.65 122 3566165.92 10211379.62 177 3566182.59 10211438.68 232 3565881.76 10211430.56 13 3566364.86 10211336.71 68 3566264.86 10211224.16 123 3566172.28 10211380.81 178 3566179.78 10211443.41 233 3565886.53 10211400.61 14 3566369.86 10211295.69 69 3566272.10 10211214.52 124 3566179.68 10211368.34 179 3566162.58 10211433.20 234 3565879.01 10211409.96 15 3566366.53 10211292.03 70 3566255.30 10211226.68 125 3566179.50 10211369.37 180 3566055.00 10211508.67 235 3565885.36 10211399.67 16 3566434.73 10211275.49 71 3566269.64 10211228.81 126 3566180.15 10211388.06 181 3566048.87 10211518.99 236 3565877.84 10211409.02 17 3566427.38 10211287.99 72 3566254.51 10211231.94 127 3566176.80 10211382.91 182 3566047.58 10211518.23 237 3565845.87 10211396.41 18 3566414.92 10211280.59 73 3566259.06 10211241.51 128 3566202.83 10211339.06 183 3566053.71 10211507.91 238 3566099.35 10211124.55 19 3566366.80 10211368.06 74 3566263.91 10211233.34 129 3566225.95 10211338.44 184 3566193.84 10211203.49 239 3566248.04 10211605.83 20 3566362.38 10211375.50 75 3566263.36 10211244.06 130 3566243.15 10211348.64 185 3566138.58 10211179.64 240 3566448.14 10211268.69 21 3566394.70 10211394.68 76 3566278.13 10211247.59 131 3566228.93 10211333.41 186 3566118.96 10211165.92 241 3566388.69 10211233.46 22 3566355.26 10211387.50 77 3566275.83 10211251.46 132 3566214.40 10211317.23 187 3566114.15 10211164.00 242 3566321.07 10211208.50 23 3566353.47 10211386.44 78 3566361.80 10211302.48 133 3566246.13 10211343.62 188 3566112.99 10211173.94 243 3566215.79 10211190.16 24 3566351.38 10211389.95 79 3566366.65 10211294.31 134 3566250.52 10211338.66 189 3566090.71 10211161.26 244 3566230.58 10211338.47 25 3566353.17 10211391.01 80 3566374.82 10211299.16 135 3566247.20 10211344.25 190 3566083.81 10211163.00 245 3566231.74 10211336.84 26 3566359.60 10211383.73 81 3566393.30 10211268.03 136 3566247.04 10211345.68 191 3566089.54 10211171.19 246 3566228.86 10211337.45 27 3566360.49 10211390.07 82 3566380.83 10211260.63 137 3566252.36 10211347.32 192 3566099.38 10211165.49 247 3566229.88 10211335.73 28 3566340.23 10211420.29 83 3566388.18 10211248.13 138 3566255.68 10211341.73 193 3566114.62 10211160.03 248 3566244.96 10211416.97 29 3566308.23 10211466.73 84 3566355.17 10211313.66 139 3566260.84 10211344.79 194 3566091.17 10211157.28 249 3566240.66 10211414.42 30 3566335.13 10211471.17 85 3566358.49 10211326.68 140 3566257.52 10211350.38 195 3566081.52 10211159.72 250 3566248.01 10211407.93 31 3566334.06 10211472.86 86 3566350.32 10211321.83 141 3566262.57 10211354.89 196 3566121.35 10211162.71 251 3566279.18 10211363.24 32 3566298.99 10211475.91 87 3566351.39 10211338.64 142 3566262.68 10211353.44 197 3566140.77 10211176.29 252 3566275.74 10211361.19 33 3566260.57 10211503.98 88 3566342.48 10211340.92 143 3566266.00 10211347.85 198 3566194.77 10211199.60 253 3566032.79 10211523.55 34 3566246.96 10211445.03 89 3566345.80 10211335.33 144 3566261.31 10211373.76 199 3566076.51 10211168.79 254 3566209.19 10211226.34 35 3566229.41 10211511.93 90 3566341.85 10211340.54 145 3566237.60 10211419.58 200 3566046.04 10211197.36 255 3565916.58 10211314.62 36 3566141.67 10211459.85 91 3566341.33 10211338.49 146 3566317.59 10211378.48 201 3566073.81 10211165.84 256 3566008.70 10211208.08 37 3566145.31 10211439.47 92 3566342.62 10211339.25 147 3566327.04 10211362.57 202 3566043.31 10211194.44 257 3566048.71 10211167.94 38 3566145.57 10211437.64 93 3566350.77 10211322.58 148 3566329.09 10211362.04 203 3566041.14 10211201.78 258 3565981.22 10211503.84 39 3566145.06 10211438.50 94 3566310.28 10211293.32 149 3566328.33 10211363.33 204 3566038.35 10211198.91 40 3566134.85 10211431.27 95 3566302.54 10211288.72 150 3566334.02 10211364.97 205 3566022.27 10211222.36 41 3566127.99 10211433.02 96 3566247.58 10211261.33 151 3566336.64 10211375.24 206 3566019.28 10211219.70 42 3566132.29 10211435.57 97 3566238.13 10211277.24 152 3566330.19 10211371.42 207 3565974.90 10211276.95 43 3566121.57 10211445.52 98 3566236.08 10211277.76 153 3566332.91 10211375.98 208 3565971.88 10211274.33 44 3566121.44 10211445.04 99 3566236.84 10211276.48 154 3566330.26 10211385.99 209 3565923.89 10211336.04 45 3566121.01 10211444.78 100 3566234.99 10211277.12 155 3566326.94 10211391.58 210 3565920.76 10211333.54 46 3566107.31 10211439.46 101 3566232.71 10211268.21 156 3566306.44 10211426.13 211 3565897.28 10211371.81 47 3566118.51 10211420.60 102 3566238.30 10211271.53 157 3566279.45 10211435.79 212 3565894.09 10211369.40 48 3566116.79 10211419.58 103 3566239.82 10211256.25 158 3566266.01 10211436.44 213 3565892.09 10211378.66 49 3566118.67 10211418.90 104 3566252.83 10211252.93 159 3566281.07 10211411.07 214 3565888.90 10211376.24 50 3566118.06 10211415.96 105 3566247.98 10211261.19 160 3566241.90 10211422.13 215 3565889.88 10211382.45 51 3566119.51 10211409.96 106 3566223.32 10211299.26 161 3566248.89 10211414.27 216 3565886.20 10211380.88 52 3566128.54 10211415.32 107 3566221.80 10211298.36 162 3566245.43 10211406.39 217 3565885.74 10211392.13 53 3566147.29 10211350.24 108 3566201.24 10211303.60 163 3566207.99 10211407.24 218 3565882.06 10211390.56 54 3566181.61 10211305.33 109 3566213.97 10211310.57 164 3566200.45 10211408.58 219 3565874.75 10211405.12 55 3566177.74 10211303.03 i 10 3566207.15 .10211301.62 165 I 3566183.25 10211398.37 220 3565872.59 10211401.76 6 _ 72:1 si,... _ Construction Joint-/ ®3 Bars 12" O.C.E. W. SECTION A- A 6 f f 4 I Concrete Landing Concrete 2% Max rY +f,'f' f f 2% Max Landings Grass r A ,� o A (o Sod N Expansion Joint N "' v Concrete }2%Max Sidewalk Back of Curb z Red Concrete w/ Light Broom Finish w Grooves (1/8" Deep x 1/4" to 3/4" Wide ® 3/4 to 2" Apart). Grooves scored at anggle to drain off romp. Ramp must comply with TAS Standards H 90' RAMP DETAIL NTS See Plan Sheet for Specific Ramp Placement Light Broom Finish w/ Grooves (1/8" Deep x 1/4" to 3/4" Wide 3/4" to 2' Apart). Romp shall be red in color as approved by the engineer. (typ.) ti .................. .............. ...........: .... s:::;:::.... ....... X DIAGONAL RAMP DETAIL N TS Sere Plan Sheet for Specific Ramp Placement (Ramp Con,4truction Shall be considered Subsidiary to Sidewalk. Ramp Payment Limits SEE 6' PLAN 6' (MIN 4') Match Gutter Grade ` Back of Curb surface Finisn 5n011 Comply with TAS Requirements: Light broom finish with grooves (1/8" Deep x 1/4" to 3/4" Wide, spaced 3/4" to 2" apart.) Dark shading indicates limits of colored concrete. Ramp shall be red in color as approved by the project engineer. PARALLEL RAMP DETAIL FILENAME: he- amp-porallelAwg PLOTTED: 04 Apr 2005 - 8:53 am 6' X12:1 Slope (Moxa l� Construction Joint -/ ®3 Bars 12" O.C.E. W. Expansion Joint SECTION B -B u) ' SIDEWALK , I �4E- M B f q �I M4 I 1186 c ,( LIN[ -II Lo N � O H oIn F� r D "C! z CQ 1 ( O f 01 N O O tj Light doom finish w/ Grooves r� �I1 rn (1/8" Deep x 1/4" to 3/4" Wide 3/4" to 2" Apart). Ramp shall be red CI: -0 O to color as approved by the engineer. ' RAMP AT CURB DETAIL T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com SCALE: 1 " = 30" ��I � I �4E- "Q 'W G"r f q �I M4 Call c W C PC Lo N � O H oIn 11n "C! z CQ ONO O O 01 N O O tj rn r� �I1 rn •~ CI: -0 O ' O C: X U o N -N ��I �4E- "Q 'W Q�Z� w q �I M4 0 Lo Q O H oIn � O z CQ W O OR 01 N O r� rn N CI: -0 O ' O C: X U o N -N ��I �4E- "Q 'W Q�Z� w q �I M4 0 Q O H Z z CQ zo OR r� rn N CI: -0 O ' CU CU -_ 0 C: X U o N -N ip `~ CU cu C Z Cn CU0 E a� 1 cu ca 0 Q ~ w 0) LLJ0 p Q. N It v D n i til 0 d Z - W 0 ��I PROJECT BENCHMARK: Sq. Out in Stop Light B prD|��rf A�3n(�hD1Q'k Sq. Cut in Stop Light Elevation == 285_88 `/ — 10211650'74 12-nL------ - - -------' ____36 -RCP__ _____ _ _______ ----------------------------- l|[�[�[—Fl (�t4tF--_ Ui/�UUU�� N/� �� . . WAY . . . � .' _ _ _` �/�^ c_ |/\��i �� UV\Fl7-�� �� /l UU ��/�» -L /�/// / ��,��.vv. r �-�-�- ROAD �\ `� \, � � � � /��� [�\]/\�� �� �� \ / < 11 D / Q� - I I < r)" I/ I', 11 / / / n -r I'_ :1 , , / / n 3�: 1 , / / '0 // / co / I LLJ LLJ I fl� / I / (,\I / I j U) I., I J I _____ _ _______ ----------------------------- l|[�[�[—Fl (�t4tF--_ Ui/�UUU�� N/� �� . . WAY . . . � .' _ _ _` �/�^ c_ |/\��i �� UV\Fl7-�� �� /l UU ��/�» -L /�/// / ��,��.vv. r �-�-�- ROAD �\ `� \, � � � � /��� [�\]/\�� �� �� \ // / // ,/ / , / I � _� 101-1 15/ I /� / I 278 277 WITH TOE. /� r___� 11 � .' 279.30 _.,�, J��� WITH TO[ 11 -] —_—_ /. 5 '� �__ _- __ e . � I | - -- �`11 | � -- �� } ' -�~-- - �u _ ^_r7 ' Q | | � ^~ _--�-- ��_-.~�~�--� ____----I.;:�:������� m / . / _________ -------'10O.O0------ gas____ ELEC — . _SS . . ______nL___ ODO.00 + Proposed T/P Elevation T/P = Top of Pavement Property Line High Point Existing Grade Proposed Grade Goo Lines Electrical Lines Sanitary Sewer Unoo Water Lines Proposed T/C :---~^~=- Elevation T/C = Top of Curb I ����&8 � � �� WATER _ POLLUTION PREVENTION PLAN FILENAME: Genero[Notes—GenConst—PPP—SCS.dwg PLOnIED: 25 Jul 2004 -*40'= GENERAL 1 All contractor vehicles,including emp| ' hio\oa shall pork within the project site to minimize traffic on the public streets odjooeru to the work site entrance. Contractor will provide sufficient parking or000 to accommodate his vehicles. Any or000 disturbed or destroyed by vehicular parking will be repaired to nhg(no| condition prior to completion of project. 2. Contractors nhoU ensure that no dirt from the project 000umu|otoa in the existing streets. If dirt or debris from the project site accumulates on adjacent otrneta, the contractor nhuU immediately doon those orona. J. Contractor ahoU p|onn erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the p\ono, the contractor aho|| maintain o vehicle wash down area of sufficient size and in o location to facilitate cleaning his vehicles phor to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fennea, nook check dams, etc.) 8. Structural controls mhoU be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. O' The contractor ahoU comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. 1.11 / joining�=v m more o..` �",p ,=~"" "" "= end posts together with nylon cord. Wooden or Metal Poat, Min. 3' Length (1 1/2' exposed) Silt Fence, ''3i|t Stop" . ) or approved equal Ground Line Bury toe of Silt Fence _,_� 6" x 6" Trench 5' ho|on pnopn000 grade Compact trench -- book[i|| to prevent nund �ne Existing Soil '\voyhuut" 1Z 11 Existing Ground :��� `;° -= , SILT FENCE DETAILS NTS (\/ �8Y / / / | � ` \ ~~' ~/`V 11 '" ' ' ' \ \ )`. / '�L/ � ' U / �� / � '��Ill �%�.� / 11111/ / � �� ' ��&� � ` \ \ / uy // ' / «`/ / ` \/ � / 1/ / @x / / y � �.` ,���� .// � � / � / ' � \ � \U�'`����& � � ' / ~4/ /� ~' / / � / / °� 11 11 11 ii 11 11 11 I / I I I I I � �, , . * . - .�, ;" _---44�. -,-.,.!__-" J \ - N. -.. - .4- .. . ___� -� 4��, 1 . -;�..,.. � .. ...�.... _." I , �,��' .. - _/ -...4.. 14__**f�i` _.,.! - -.-�-, . .. � // -! " .... :*,��,:.:-.,.�4� ��-14"..'�--�W,.'�---.--.�....�-,, . � ...- I I// -.1 -,� / ��.4'.�"�.��..,.�....!.,]:�4..�:.I-,� . . .i-..-.. .4 .._.--..._�..;--__ ".I_ . .\' ..... � .... :: _:4t:� ". -,� . ...... / .. I.....":..-.4,.::....W:-.:�.-.'Q?�. "__`t_-___,.-.-,�' .., . .. ,.. ... � / / � ` RX Z�� -4....; E !';_ �,", * A . � -': �..- _.�,...-.,.::�: -. ......: ::,.. (0 ". .. - .._.:*---.. - " , _,__.-.- _!... .... .:� _ .. - .... ..-; �� .I .:, [ --,.?1_4. _'. -, -._ I I . . %:�!--44.,?�4�.' -,�,�-2_,-._ .... �,.�.'.,-, . :-;:.;-`.,.:,:-::. *�.,:-��. I . -:A�' , - .... . . - - .��:_. \;4:i__--.-�_-.:-*�:. 1/1 - �4'.11.,:."' ...,.,.,.-�,,�:..".�,�;.���::....Z.: ::"..,�.�.*--,.,�,.".;--,�.�.�� - � ti.: \ , ,*-� .. .... � A I - %'.....; a-; . - . / / ` / / ` \ / / ,1 / . / . I , 111 ' . � I.� \ ' 0 / @� / /�/� � y ' � \ � Y ` � / �� / U/ / ' / / P/ I I .. �_..�..�: .�� ,4 - .'-*� " - * / / // / . - - , * ` , ..., ��.., --��.-..F�':�,�,.:. ;._..-.-; �,--�*.z"...-.�.�,;"........-..: '2r4....- . , . �. �� -..�,"...-.1-�-!, .-..-,-_-,*.�.*r!.- _'_�� . � -T .. -.1 , ... ". '-1-`-_.-_;*?...`/- ........ . �;::�... .X..;` .,.: ///;, / // A111 .. .. ... I ...". - - �. D, �(-..-.�---..---.---..�,..--.....-.-.....,."�.-.-i*-��i---�"..�.-.--...-..,-."..".-..,*--- , - -- -- - . - -* -:i.� �,..' .".;,'...�." / J7 7g-?;/ '1� �i §1 � .--f..__.-�._- .-.'.__- �'�.-,.'-'_��_&-,.-_.- ffl� / / . / � - . / ( / / / / . . / / / / ' | / ' 1ri / / r- ' / / | ' ' ( ' / -- � ' / ' \ w� / / / ' / \ ' / � / . `% ~ 18§/ ^ ( . / \ ~~^~ / �� � � � ' � / K \ � \ ,, C���|11 4. -`wo / // / All, — ,�', \ -, .. - -, - ,,, .z,: . . . . . . . . . _. .. - - ;. ; ....... - )f I . PROVIDE 12 S — � , 283.43 +L�_ \ . . S_Ss� !! B_Ss� . .�., �k(Ci;N 47 �_ " I '*_1 7: )--,. , - - \ / - ---------------- __ . __ . : i i =Q- - - ___281. - �_� I ` ,g1 , . .. I/" . DIAGONAL RAMP _ (SEE SHEET 111 FOR RAMP DETAIL) - to I N�. 4i -,-_.,-: , ... : ?e,3 91111111ij I - t �. i .�:� 21 __ __ _______. -_ __ __ __ _______ _- _- _______- __ == ==~ . ===== _ _ / == ==~�==========~==~=~���=~� __- � =��=== -��� _-____ ' - -- --=' --- ��K�-� � ==�__ __ �� ____ ______ ______ ______ __ __ � ___- ___ ___ ___ �^ �~�� ___ _____- ~ ���������~ �� V \ \ �� �-» ~ sr SIDEWALK INSETSCALE: 1 "=30' Public 50' Min. I Right—of— Existing Fabric for Full Width and Length of Exit -PROFILE Graded to Prevent Run -Off from Leaving Site. Provide Appropriate Transiti Between Stabilized Construction Entrance and Public Right -of -Way (O 50' Min Symbol I -- Existing Ground Public Right of Way Or As Shown On Mona Course Aggregate -/ PLAN . -STABILIZED CONSTRUCTION EXIT NTS PLOTTED: /+ May z00o - um p" CONSTRUCTION NOTES: 1. Length nhoU be as shown on the construction drowinga, but not less than 50 feat. 2. Thickness ohoU be not \000 than O inches. 3. Width ahoU be not |oaa than full width of all points of ingress and egress. 4. Stabilization for other orooa ohn\\ have the some aggregate thickness and width requirements as the stabilized construction exit, unless otherwise shown on the construction drawings. 5. Stabilized area moy be widened or lengthened to oconnnmodotn n trunk washing area. An outlet sediment trop must be provided for the truck washing area. O. Contractor to submit location of stabilized construction exit for approval. I GRADING & EROSION, .CONTROL PLAN SCALE: 1" = 20" T'979.200. J F'079.260.5564 511UNIVERSITY om�EAST SUITE 204 COLLEGE STATION, TXnmo puw a ossmx spcowmms IN cmL ENGINEERING °mznUucs HYDROLOGY ~UTILITIES -STREETS SITE PLANS ~soBowISown . wnw.rnitoho!|ondnnongon.00m U] D 1 I-) N ` I — � * �� 1:1�� 1=; -o .-----\ SILT _(1rT / / _:_7____ _GTE ( en 11 // / // ,/ / , / I � _� 101-1 15/ I /� / I 278 277 WITH TOE. /� r___� 11 � .' 279.30 _.,�, J��� WITH TO[ 11 -] —_—_ /. 5 '� �__ _- __ e . � I | - -- �`11 | � -- �� } ' -�~-- - �u _ ^_r7 ' Q | | � ^~ _--�-- ��_-.~�~�--� ____----I.;:�:������� m / . / _________ -------'10O.O0------ gas____ ELEC — . _SS . . ______nL___ ODO.00 + Proposed T/P Elevation T/P = Top of Pavement Property Line High Point Existing Grade Proposed Grade Goo Lines Electrical Lines Sanitary Sewer Unoo Water Lines Proposed T/C :---~^~=- Elevation T/C = Top of Curb I ����&8 � � �� WATER _ POLLUTION PREVENTION PLAN FILENAME: Genero[Notes—GenConst—PPP—SCS.dwg PLOnIED: 25 Jul 2004 -*40'= GENERAL 1 All contractor vehicles,including emp| ' hio\oa shall pork within the project site to minimize traffic on the public streets odjooeru to the work site entrance. Contractor will provide sufficient parking or000 to accommodate his vehicles. Any or000 disturbed or destroyed by vehicular parking will be repaired to nhg(no| condition prior to completion of project. 2. Contractors nhoU ensure that no dirt from the project 000umu|otoa in the existing streets. If dirt or debris from the project site accumulates on adjacent otrneta, the contractor nhuU immediately doon those orona. J. Contractor ahoU p|onn erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the p\ono, the contractor aho|| maintain o vehicle wash down area of sufficient size and in o location to facilitate cleaning his vehicles phor to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fennea, nook check dams, etc.) 8. Structural controls mhoU be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. O' The contractor ahoU comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. 1.11 / joining�=v m more o..` �",p ,=~"" "" "= end posts together with nylon cord. Wooden or Metal Poat, Min. 3' Length (1 1/2' exposed) Silt Fence, ''3i|t Stop" . ) or approved equal Ground Line Bury toe of Silt Fence _,_� 6" x 6" Trench 5' ho|on pnopn000 grade Compact trench -- book[i|| to prevent nund �ne Existing Soil '\voyhuut" 1Z 11 Existing Ground :��� `;° -= , SILT FENCE DETAILS NTS (\/ �8Y / / / | � ` \ ~~' ~/`V 11 '" ' ' ' \ \ )`. / '�L/ � ' U / �� / � '��Ill �%�.� / 11111/ / � �� ' ��&� � ` \ \ / uy // ' / «`/ / ` \/ � / 1/ / @x / / y � �.` ,���� .// � � / � / ' � \ � \U�'`����& � � ' / ~4/ /� ~' / / � / / °� 11 11 11 ii 11 11 11 I / I I I I I � �, , . * . - .�, ;" _---44�. -,-.,.!__-" J \ - N. -.. - .4- .. . ___� -� 4��, 1 . -;�..,.. � .. ...�.... _." I , �,��' .. - _/ -...4.. 14__**f�i` _.,.! - -.-�-, . .. � // -! " .... :*,��,:.:-.,.�4� ��-14"..'�--�W,.'�---.--.�....�-,, . � ...- I I// -.1 -,� / ��.4'.�"�.��..,.�....!.,]:�4..�:.I-,� . . .i-..-.. .4 .._.--..._�..;--__ ".I_ . .\' ..... � .... :: _:4t:� ". -,� . ...... / .. I.....":..-.4,.::....W:-.:�.-.'Q?�. "__`t_-___,.-.-,�' .., . .. ,.. ... � / / � ` RX Z�� -4....; E !';_ �,", * A . � -': �..- _.�,...-.,.::�: -. ......: ::,.. (0 ". .. - .._.:*---.. - " , _,__.-.- _!... .... .:� _ .. - .... ..-; �� .I .:, [ --,.?1_4. _'. -, -._ I I . . %:�!--44.,?�4�.' -,�,�-2_,-._ .... �,.�.'.,-, . :-;:.;-`.,.:,:-::. *�.,:-��. I . -:A�' , - .... . . - - .��:_. \;4:i__--.-�_-.:-*�:. 1/1 - �4'.11.,:."' ...,.,.,.-�,,�:..".�,�;.���::....Z.: ::"..,�.�.*--,.,�,.".;--,�.�.�� - � ti.: \ , ,*-� .. .... � A I - %'.....; a-; . - . / / ` / / ` \ / / ,1 / . / . I , 111 ' . � I.� \ ' 0 / @� / /�/� � y ' � \ � Y ` � / �� / U/ / ' / / P/ I I .. �_..�..�: .�� ,4 - .'-*� " - * / / // / . - - , * ` , ..., ��.., --��.-..F�':�,�,.:. ;._..-.-; �,--�*.z"...-.�.�,;"........-..: '2r4....- . , . �. �� -..�,"...-.1-�-!, .-..-,-_-,*.�.*r!.- _'_�� . � -T .. -.1 , ... ". '-1-`-_.-_;*?...`/- ........ . �;::�... .X..;` .,.: ///;, / // A111 .. .. ... I ...". - - �. D, �(-..-.�---..---.---..�,..--.....-.-.....,."�.-.-i*-��i---�"..�.-.--...-..,-."..".-..,*--- , - -- -- - . - -* -:i.� �,..' .".;,'...�." / J7 7g-?;/ '1� �i §1 � .--f..__.-�._- .-.'.__- �'�.-,.'-'_��_&-,.-_.- ffl� / / . / � - . / ( / / / / . . / / / / ' | / ' 1ri / / r- ' / / | ' ' ( ' / -- � ' / ' \ w� / / / ' / \ ' / � / . `% ~ 18§/ ^ ( . / \ ~~^~ / �� � � � ' � / K \ � \ ,, C���|11 4. -`wo / // / All, — ,�', \ -, .. - -, - ,,, .z,: . . . . . . . . . _. .. - - ;. ; ....... - )f I . PROVIDE 12 S — � , 283.43 +L�_ \ . . S_Ss� !! B_Ss� . .�., �k(Ci;N 47 �_ " I '*_1 7: )--,. , - - \ / - ---------------- __ . __ . : i i =Q- - - ___281. - �_� I ` ,g1 , . .. I/" . DIAGONAL RAMP _ (SEE SHEET 111 FOR RAMP DETAIL) - to I N�. 4i -,-_.,-: , ... : ?e,3 91111111ij I - t �. i .�:� 21 __ __ _______. -_ __ __ __ _______ _- _- _______- __ == ==~ . ===== _ _ / == ==~�==========~==~=~���=~� __- � =��=== -��� _-____ ' - -- --=' --- ��K�-� � ==�__ __ �� ____ ______ ______ ______ __ __ � ___- ___ ___ ___ �^ �~�� ___ _____- ~ ���������~ �� V \ \ �� �-» ~ sr SIDEWALK INSETSCALE: 1 "=30' Public 50' Min. I Right—of— Existing Fabric for Full Width and Length of Exit -PROFILE Graded to Prevent Run -Off from Leaving Site. Provide Appropriate Transiti Between Stabilized Construction Entrance and Public Right -of -Way (O 50' Min Symbol I -- Existing Ground Public Right of Way Or As Shown On Mona Course Aggregate -/ PLAN . -STABILIZED CONSTRUCTION EXIT NTS PLOTTED: /+ May z00o - um p" CONSTRUCTION NOTES: 1. Length nhoU be as shown on the construction drowinga, but not less than 50 feat. 2. Thickness ohoU be not \000 than O inches. 3. Width ahoU be not |oaa than full width of all points of ingress and egress. 4. Stabilization for other orooa ohn\\ have the some aggregate thickness and width requirements as the stabilized construction exit, unless otherwise shown on the construction drawings. 5. Stabilized area moy be widened or lengthened to oconnnmodotn n trunk washing area. An outlet sediment trop must be provided for the truck washing area. O. Contractor to submit location of stabilized construction exit for approval. I GRADING & EROSION, .CONTROL PLAN SCALE: 1" = 20" T'979.200. J F'079.260.5564 511UNIVERSITY om�EAST SUITE 204 COLLEGE STATION, TXnmo puw a ossmx spcowmms IN cmL ENGINEERING °mznUucs HYDROLOGY ~UTILITIES -STREETS SITE PLANS ~soBowISown . wnw.rnitoho!|ondnnongon.00m .0 Cb "..*** '-.. * '#J 77610 � gjj- U] D 1 I-) N ` I — � * �� 1:1�� -o en 11 = in -0 CJ �A ' `~~ �� ° �� *NA %; �� | P 5 | .0 Cb "..*** '-.. * '#J 77610 � gjj- p PROJECT BENCHMARK: Sq. Cut in Stop Ught, Ekamtion=285J88. Y=10211650J4 GTE GIE USE CURB WITH TOE DOWN,. (SEE DETAIL AND GRADING PLAN) DUMPSTER PAD 14_O,%13_5, � PARKING LOT & SIDEWALK EXPANSION JOINT (60 ft MAXIMUM) CONTRACTION JOINT (15 ft MAXIMUM FOR PARKING) CONTRACTION JOINT (5 ft MAXIMUM FOR SIDEWALK) STANDARD PAVEMENT STANDARD SECTION (HMAC) CONCRETE PAVEMENT HEAVY DUTY SIDEWALK CONCRETE PAVEMENT PROVIDE EXPANSION JOINTS BETWEEN ALL CONCRETE PAVEMENT AND ALL EXISTING AND PROPOSED PAVEMENT STRUCTURES (I.E. DRAINAGE INLETS). IF BID ALTERNATE 1 IS CHOSEN BY THE OWNER /1 JOINTING PUN WILL BE PROVIDED TO THE CONTRACTOR FOR THE SITE By THE ENGINEER. . BASE BUD | \' M' D0�L ' See detail SEAL W/ EXPANSION JOINT MATERIAL for diameter, - length and onin ( OR APPROVED EQUAL) concrete pvmt Install per Manufacturer Specification 3/4" (1/2"x`18" @ 12"i O.C. for sidewalk) BACKER ROD V, CENTER IN SLAB See Pavement 3" LONG METAL OR PLAS11C CEREMAR FLEXIBLE FOAM 6" � EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1�16" GREATER THAN NOTE: DIAMETE OF DOWEL BAR 1' CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP ATLEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER YMDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3. QR[EN3TREAK g -SEAL 626 MODIFIED PVC MATERIAL AND 00LMAN|ZED LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. EXPANSION JOINT, (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) ME SEAL W/ EXPANSION JOINT MATERIAL 0 (S0N0BORN SL -1 OR APPROVED EQUAL) |notoU per Manufacture's Specifications 1/O^ to 3/1M^ Win. Depth = T/4 ' ' 1-1/2^ for Sidewalks `�|| See Pavement Detail LONGITUDINAL REINFORCEMENT (Seo DatoU) CONTRACTION JOINT, See detail for spacing / 91T RAMP (SEE SH-- �� � J �R�MPDE�U � \ � " , Ky / ~~.'...~.~. / cumS/xuu/ Suu/HvvES/ P»/ ' (SEE SITE P 1' -inch 20 fe4t VARIES BASE & SUBGRADE COMPAC110N REQUIREMENTS — (see plan) MHERE APPLICABLE construction 4" Thick (Min.) Rein. Existing cold joint 12 1.5% Concrete Sidewalk qtreet7 Cross Slope (SEE NOTE) 2" Clear min. CRUSHED LIMESTONE BASE MATERIAL SHALL BE TYPE "A"- '` -GRADE 1 COMPACTED TO A DENSITY AT LEAST 100% Bend OF MAX. DRY DENSITY AS DETERMINED BY|N) MOD. PROCTER COMPACTION TEST ASTM D1557 AND SHALL BE O% TO 4% WETTER THAN OPTIMUM MOISTURE CONTENT. LIME STABILIZED SUBGRADE MATERIAL SHALL BE .W . COMPACTED TO A DENSITY AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY STANDARD 2" Clear Cover Z 2" Lime stabilized PROCTER COMPACTION TEST ASTM 698 AND SHALL BE AT A MOISTURE CONTENT || |} sub -base or cement stabilized~ ~~'~ EQUAL TO OR A MAX.OF JYABOVE 0PO�U� #x x 18'n 12'o'C. Drill and (Thio Item shall be inc |uded MOISTURE CONTENT. 4'_Grout into curb (8" min. depth) in the coot of the sidewalk) STABILIZATION SHALL BE IN ACCORDANCE WITH TXDOT ITEM | 260 OR 265 AS APPLICABLE. SEE CE0TECH REPORT FOR | FURTHER REQUIREMENTS FOR 3UOGRADE STABILIZATION. CONCRETE SIDEWALK NEXT TO CURB WS ~ .STANDARD PAVEMENT SECTION (HMAQ) NTS BUD ALTERNATE 1 C ET EP NTS New Concrete .STANDAIRD' CONCRETE PAVEMENT DETAIL NTS TYPE 1 CURB & GUTTER SECTION NTS FILENAME. typel-cum.dwg PLOTTED: 16 Feb 2005 — 11:52 am 64 Bars 0 12^ CUrb With 1 -0.50' Toe Do wn NTS mLENAME:mm-toe-down.dwg PLOTTED! 22Nov 2005-`amam Existing Concrete NTS PLOTTED: 17 Apr 2003 — 2:15 pm � �. __- ~ .~ ~~ TYPE 3 CURB. FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS 1/4" WIDE x 1" DEEP GROOVE TAL KEYWAY PLATE SEAL W/ JOINT MATERIAL / FORMED GROOVE (SONOBORN SL -1 SEALANT EDGE ROUNDED TO OR APPROVED EQU% 1/4" RADIUS 15" MIN. (LA RAL REINFORCEMENT I LAP (SEE PAVEMENT TYPICAL F SECTIONS) See Pavement Detail FIRST POUR SECOND POUR REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE E PAVEMENT DETAIL NTS Saw out to provide neat edge of existing curb. Leave 15" of rebornfthe ~~ x---- removed curb and tie it to the robor of the new curb. CONNEC T TO EXISTING CURB DETAIL NTS nLEwmoE:cvxovt-cvm.u*m PLOTTED: 18 sop aooa - 11:50 am Limit of Pavement - oc Concrete for Asphalt avement Edge of Existing Pavement | 2^ Type D HMAC G^ Base Concrete 6" LSSB 6" LSSB CONCRETE PAVEMENT NTS FILENAME: connec—asphoIt—conc2.dwg 41 puznsa 12 Sep 2001 - 11:30 pm `~ PAVING PIL-A-AN & DETAILS SCALE: 1" = 20" F.979.260.3564 MITCHELL lit511 UNIVERSITY DRIVE EL.STSUrTE 204HYDROLOGY * UTILITIES * STREETSSITE PLANS * SUBDIVISIONSMORGwww. mitchel land morgan.cOrn 411" 130 Z CQ 100 co 00 CU ca 0 ca LLI 130 PROJECT BENCHMARK: Sq. Cut in Stop Light, Elevation= 285-88, X=3566268.85, Y=10211650.74 Aj �t? Cb oxoo PROPOS BL( LIBERTY. 3.7 E 8') DIP SANITARY SEWER 11122/2005 0250:13 PM.1:20 1 m 6" WATER LINE -BEV (CONNECT'T( WATdOMAIN) V-) 00 CC CO 00 les I II Q0 I IRRIGATION r7 11,r` OO d:cga) O r - PLANS �� Q ONO OtVOO 2e6 PLAN & DESIGN SPECIALISTS IN I cDNOO ditto �ON CO C0 METER WATER METER 85 • 9 O �(/ i� 0IST =.}. 00 NNN DETAIL SHEET FOR EMBE =+NNN z MORGAN I NNN www.mitchellandmorgan.com ��II 284 ' 1.5"X90' III IScxI 284 1.5"X1.5" FL=277.50 U-16� II II1111 O C 0 ISI itcl 0 C al► �� O J HYDRANT 290 U' = J `J` a �' -' `' (n-' `` 290 I U co _00 ri - rn � a 0o Uj co o U a_ o co GRADE CL n`_ o 280 c: OL_ -d 280 dam' m W z h :3 >1 cu r O EXISTING GRADE / cu co Z 0 N X V w FINISHED GRADE ^ Z,- cu N cni W m z 0 G&V / o E c 278 W N a wCD --_ w 28 8 288 V m PROP. 150.87' STRUCTURA I EMBEDMENT Z ELECTRIC (CEMENT STABILIZED SAND BACKFILL) J ( I— _DI 286 286 276 I 278 S SAN. SEWER LINE 8 DIP AWWA C 15 1 CL350 ( E . 12» 284 284 WA 274 SEE DETAIL SHEET FOR EMBED INR 274 (tel FINISHED G DE `n 272 12 '— > .S -coo O M O DO FINIS ED GRADE �1 N LU O } > J O CO N � � ' r. 282 282 11 W 2 w : 11 O V) Lo U_ i - `r °--W ING 2.1' 2.0' I o 0 O o; wr-Q to ~ 11- 270 EXISI GRADE +�oo Q U +M tI�Z� t' �! N -_ 6, S Service 280 •.ry-� .... - 1 ...:: ._...: X2� 280 - � 0 400 ` 86 6� LF of'8' DIP :....... 4+75 5+00 5+50 5+75 Ex. 8" Sanitary :.._ ... Sewer Line (Others) 78 2 278 o LO O o0 rn � N N N U- if _j J LL_ 276 276 O , O C4 N 00 c\IO N + N �, t0 1" + � 101 N _+ 11 _ N II 0 11 o Fn II o � cn 0f00 0+50 1+00 1+50 2+00 11122/2005 0250:13 PM.1:20 1 m 6" WATER LINE -BEV (CONNECT'T( WATdOMAIN) V-) 00 CC CO 00 les I E_ ®L.'�.iSl�gi I IRRIGATION 6 WA L I PLANS �� Q IRRIGATION 2e6 PLAN & DESIGN SPECIALISTS IN WATER I 6" PVC (AWWA C909—CL 200) METER WATER METER 85 • 9 O �(/ i� 0IST SEE DETAIL SHEET FOR EMBE MENT z MORGAN ( www.mitchellandmorgan.com rrD^ 284 ' 1.5"X90' ' PVC BEND 284 1.5"X1.5" FL=277.50 PROP. FIRE PVC TEE FL=277.25 L--------- HYDRANT z a 282 zM I U 282 ri rn FINISHED / U GRADE W 280 c: ca0 O m 280 dam' m W z h :3 >1 cu r O EXISTING GRADE / cu co Z N X V w FINISHED GRADE ^ Z,- cu N cni W m z G&V / o E c 278 W N a wCD --_ w 278 V m PROP. UNDERGROUND Z ELECTRIC J I— _DI 276 I 278 d= ( E . 12» WA 274 INR 274 272 `n 272 12 '— > .S -coo O M O DO N LU O } > J O CO N � � 0 Lin:Fc r. 11 W 2 w : 11 O V) Lo U_ i :2 `r °--W 270 I o 0 O o; wr-Q to ~ 11- 270 +�oo Q U +M tI�Z� t' �! N �W xcr_? X2� 4+75 5+00 5+50 5+75 1 FT] �I Z�2 UI\IVE.vVlil `r-RIV:& UNDERGROUND ELECTRICAL WATER METERS INSET UTILITY PLAN — WATER, SEWER CABLE, PHONE -& ELECTRICAL SCALE: 1 " = 20" LL O I N Q OC N � � In Piz O V .P.4 SEE MITCHELL ®L.'�.iSl�gi I IRRIGATION I PLANS �� Q IRRIGATION PLAN & DESIGN SPECIALISTS IN WATER I �t �-t CIVIL ENGINEERING -HYDRAULICS HYDROLOGY * N ZW METER WATER METER 85 • 9 O �(/ i� 0IST - DUj ' z MORGAN �0 www.mitchellandmorgan.com rrD^ ' 1.5"X90' ' PVC BEND 1.5"X1.5" FL=277.50 PVC TEE FL=277.25 L--------- ----� WATER METERS INSET UTILITY PLAN — WATER, SEWER CABLE, PHONE -& ELECTRICAL SCALE: 1 " = 20" LL O I N Q OC N � � In Piz O V .P.4 T.979.260.6963 9NIVERSITYODRNE64 `') MITCHELL ®L.'�.iSl�gi 5F EAST Z Ew—I �� Q {F,_{ PLAN & DESIGN SPECIALISTS IN H �t �-t CIVIL ENGINEERING -HYDRAULICS HYDROLOGY * N ZW ......•••••'••'•'..................•... UTILITIES * STREETS SITE PLANS * SUBDIVISIONS • 9 O �(/ i� 0IST m a z MORGAN �0 www.mitchellandmorgan.com rrD^ H 'D o z a zM U �w ri rn U W I W c: ca0 O m dam' m W z h :3 >1 cu r O O cu co Z N X V w 0~ .Z ^ Z,- cu N cni W m z o E c CIO W N a wCD w cit O V m Z J I— _DI I T.979.260.6963 9NIVERSITYODRNE64 MITCHELL ®L.'�.iSl�gi 5F EAST „%�•��, '' COLLEGE STATION, SUITE TX 77840 PLAN & DESIGN SPECIALISTS IN IVARcm i VERONICA-;, p,;'M0flGAN i CIVIL ENGINEERING -HYDRAULICS HYDROLOGY * ......•••••'••'•'..................•... UTILITIES * STREETS SITE PLANS * SUBDIVISIONS • 9 O �(/ i� 0IST MORGAN www.mitchellandmorgan.com 'OJ 140 PROJECT BENCHMARK: Sq. Cut in Stop Light, Elevation=285.88, X=3566268.85, Y=10211650.74 Project Benchmark Sq. Cut in Stop Light Elevation = 285.88 X = 3566268.85 Y = 10211650.74 12 -WL 1 36 -RCP ----- I ii JO II -o 0 ( M I r) 00 r0 Of II ('V O O H J t+) n _ 'f 1 N t 4 r+) ,- ) c� L - IJ J j m I� c 1 4. 0) r') r- L0 mcocoOO� W ��� Ui N 0 I- WV��r- �I I n 1 282 280 1 278 1 276 1 274 1 272 1 270 1 268 1 266 EAR-L---R.UD D E R FREEWAY - STAT --,HIGHWAY N 0 . \"6-, .RIABLE WIDTH R.O.W. I FEEDER ROADFEEDE��� R,,\� �\ --------------- -- ROAD------------------- / STORM DRAIN SYSTEM Xt)r- It `- Jr 0 JO S `-cl -o 0 ( M NOP') r) 00 r0 17 00 O n to O O H J t+) O Q M N t 4 r+) ,- I J 00 00 C\I 4. 0) r') r- L0 mcocoOO� W ��� Ui N DN1� I- WV��r- n I W Imo- LtjN�rr eo 1~- W o Z-I-NN � � II NN 11 II II O+CNI � C II Qaa } S.— N J+C II Zr NN 11 II II f 0 N J -I -NN ZM N 11 II II J Z NN II II �IIQ��� '- - n� (ASTM D3034 -SDR 0°1� °mE� N z E coCC N 11 0-.c °o= -LL Z O 7) O O (D O W n- Q � � � f-` O I W 0 Q S O i J O Q � O 0 = IJi LJi.. 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Vl 1 NJ i Q N r- N Lei N N 4. �t N d N �t N 4 N N Ui N tri N a o Z v ty G7 CQ eo o o C N C!S PC W� f 0 N C X U .� -t-+ LL N rI � O � E coCC N N Co O LL! N O -LL O O- O N 0 � m 0 J Li LLJ -J p I Q 10+00 10+50 11+00 11+50 12+00 12+50 13•+-00 13+50 14+00 11= 0=0327:51 PM,120 81 9.5' �6'L� (-- 1.5' #3 Bar m c 1' Continuous -T -2 M �, Conc. Rip Rap 02 0 Q V W d' 41 E-w 4.0' O a �'- 8„ Class B Concrete 12" - - - S/o SECTION A- A �''•�e Vories ItF/1nt as Required -T End of Pipe -"I12"' I12" For Payment CAST IN PLACE SLOPED HEADWALL DETAIL CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL NTS S o�3cEY,r: �1� 24" REINFORCED CONCRETE WINGED HEADWALL NTS FILENAME: wing-headwallAwg PLOTTED: 03 Nov 2005 - 2:35 pm A 6" 8 6" C 8" NOTE: Standard City Ring and Cover. Vulcan V1342 or approved equivalent. Cover should be marked with the wnrda "qf— Sewer". Utilize pr grade Ring(s) fol finish grade. (24 STANDARD MIYATE JUNCTION BOX OR GRATE INLET NTS FILEHW7E: typ-l-boz-pd,vte drg PLMM. 03 Hw 2005 - 2•It pm ZZ, w COLO �, L0 02 0 Q V W d' 41 E-w O a Vl 1 NJ M:2� Q N I- ID0--� t—I tN Z 04 �CQ ',moi � In a o Z v ty G7 CQ eo o o C C r-,0 C!S PC W� f 0 N C X U .� -t-+ LL N rI � O � E coCC N N Co O LL! N O O O- O N 0 � m 0 LLJ _ --- p z Q _ - r - o aV, .. O w COLO �, Z� H H 02 0 Q V W d' 41 E-w 4 a Vl M:2� Q I- ID0--� t—I tN Z 04 �CQ ',moi � In a o Z � � W G7 CQ eo 0 o C r-,0 CIO O W� f 0 N C X U .� -t-+ LL N rI � O � E coCC N N Co O LL! N O O O- O N 0 � m Q LLJ _ --- w COLO �, Z� H H 02 0 Q V W d' 41 E-w Z a M:2� Q I- ID0--� t—I tN Z 04 �CQ ',moi � In a o Z � � W G7 CQ N o CIO O eft• M ti A c ca c O C X U .� -t-+ LL N CU 0 !` Cn E �° o E coCC N Co O LL! N O O O- U :3 N 0 � m Q LLJ _ --- p z Q _ - r - o I..L O STO-RM DRAIN & DETAILS SCALE: 1 " = 20" S* T.979.260.6963 ��e'wSti F.979.260.3564MITCHELL I .; TF�ti� 511 UNIVERSITY DRIVE EAST ^Xr�rP.• "'..a SUITE 204 �i COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN /"""""""""•f VERONICA JA MORG' -- CIVIL ENGINEERING ■ HYDRAULICS Z• ••....•••.••••••.•....:. .......... HYDROLOGY t UTILITIES * STREETS SITE PLANS +SUBDIVISIONS STS MORGAN www.mitchellandmorgan.com HES PROJECT BENCHMARK: Sq. Cut in Stop Light, Elevation=285.88, X=3566268.85, Y=10211650.74 GENERAL REQUIREMENTS SOIL 'CLASSIFICATION OSHA STANDARD 29 CFR PART 1926, SUBPAR Shall as per Appendix A to Subpart. P, OSHA 29 CFR Part 1926 be used for design of trench safety requirements. Should TYPE A there be any conflict between this drawing and CFR 1926, Type A means cohesive soils with an unconfined compressive SUBPART P, the OSHA Standard shall prevail. strength of 1.5 tsf (144kPa) or greater. Examples of cohesive and againstt falling rock, soil or material by use of an "adequate" Protection employees in excavations against cave a soils are: clay, silty clay, sandy clay, clay loam and in some system. An exception being when the excavation is in stable cases, silty clay loam and sandy clay loam. Cemented rock or when the excavation is less than 5 feet deep and soils such as caliche and hardpan are also examination by a competent person provides no evidence that considered Type A. However, no soil is Type A if: a cave-in should be expected. Protection from falling rock, soil or material includes scaling to remove loose rock or soil, 1) The soil is fissured; or installation of protective barricades and other "equivalent 2) The soil is subject to vibration from heavy protection." Material or equipment which might fall or roll into traffic, pile driving, or similiar effects; or an excavation must be kept at least two feet from the edge of excavations, or have retaining devices, or be prevented from 3) The soil has been previously disturbed; or falling with a combination of both precautions. 4) The soil is part of a sloped, layered system where the in making a selection, the criteria determining the selection, and layers dip into the excavation on a slope of four Daily inspections of excavations, adjacent areas, and protective systems by a competent person and the removal of horizontal to one vertical (4H:1V) or greater, or exposed employees if evidence of possible cave-ins, failure of 5) The material is subject to other factors that would require protective systems, hazardous atmospheres, or other hazardous it to be classified as a less stable material. conditions until necessary precautions have been taken. 4) Excavations can be designed by a Registered Professional A "competent person" should remain at the worksite continually while employees are within an open excavation where protective TYPE B 1) Cohesive soil with an unconfined compress - systems are being used. ive strength greater than 0.5 tsf (48 kPa); or Removal of or neutralization of surface encumbrances which 2) Granular cohesionless soils including: angular gravel may create a hazard. (similar to crushed rock), silt, silty loam, sandy loam and in Estimate location of underground installations (sewer, some cases, silty clay loam and sandy clay loam. telephone, electrical, fuel and other lines; storage tanks, etc.) 3) Previously disturbed soils except those which , prior to digging; pinpoint actual locations as estimated would otherwise be classed as Type C soil, locations are approached. 4) Soil that meets the unconfined compressive Ramps, runways, ladders or stairs as means of access/egress strength or cementation requirements for Type must be within 25 feet of an employee work area if a trench is A, but is fissured or subject to vibration; or four feet or more deep. 5) Dry rock that is not stable; or Warning systems for mobile equipment including barricades, 6) Material that is part of a sloped, layered system where the hand or mechanical signals, or stop logs. layers dip into the excavation on a slope less steep than 4 four horizontal to one vertical (4H:1V), but only if the Testing and Controls for hazardous atmosphere including material would otherwise be classified as Type B. emergency rescue equipment and daily inspections for potentially U To P hazardous conditions by a "competent person " Controls include TYPE C individually attended lifelines during descent into bell-bottom 1) Cohesive soil with an unconfined compressive pier holes or similar excavations. strength of 0.5 tsf (48kPo) or less; or Support systems such as shoring, bracing, or underpinning to 2) Granular soils including gravel, sand and loamy sand; or ensure the stability of adjacent structures such as buildings, 3) Submerged soil or soil from which water is freely seeping; or walls or sidewalks. 4) Submerged rock that is not stable; or Up to 20 5) Material in a sloped, layered system where the layers dip into 8x88x8 x88x Bx 1 the excavation on a slope of four horizontal to one vertical 8x"143x6 (4H:1V) or steeper. REQUIREMENT FOR PROTECTIVE SYSTEMS MAXIMUM ALLOWABLE SLOPES (H:V) SUPPORT SHIELD AND OTHER PROTECTIVE SYSTEMS (FOUR OPTIONS) SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) 1) Designs for timber shoring in trenches set in accordance 1) A slope of 34 degrees or less, in lieu of soil with the conditions and requirements determined by using classification. A slope of this gradation or less is considered Appendices A and C (timber shoring for trenches) of 29 CFR, Part safe for any type of soil. 1926, Subpart P. For aluminum hydraulic shoring, Appendices 2) Maximum allowable slopes and allowable configurations A and D of 29 CFR, Part 1926, Subpart P, can be used if for sloping and benching systems will be determined through use manufacturers' tabulated data is not available. of Appendices A (Soil classification) and B (Sloping and 2) Designs of support systems, shield systems or other protective Benching) of 29CFR Part 1926, Subpart P. systems using. manufacturers' tabulated data may be used, deviation 3) Designs of sloping or benching shall be selected from, allowed only with specific, written approval of the manufacturer. ' i form. The text and be in accordance with, data provided In wr written 3) Designs of support systems, shield systems or other protective to identify: Criteria that affect the selection, the limits of systems using other tabulated data may be used provided the data is use of the data, and sufficient explanatory data as necessary to in writing and includes: Explanatory information to aid the user assist in making a correct choice of a protective system. in making a selection, the criteria determining the selection, and At least one copy of the tabulated data identifying the the limits on the use of the data. At least one copy of the Registered Professional Engineer who approved the information information, including the identity of the RPE, is to be kept at the shall be maintained at the jobsite during the time the work is worksite during construction of the protective system. being carried out. 4) Design systems not using any of the three previously cited options 4) Excavations can be designed by a Registered Professional must be approved by a Registered Professional Engineer, shall be in Engineer, put in written form and kept at the worksite, but must writing and include the identity of the RPE and details such as sizes, include, at least, the magnitude and configuration of the slopes types and configurations of the materials to be used. At least one determined to be safe for the project and the name of the RPE who copy of the plan is to be at the job site during construction. approved the plan. According to the new standard, information necessary for the 5 safe installation, placement, use and removal of any trench 10 support system must be available at the work site at all times. TABLE OF MAXIMUM ALLOWABLE SLOPES NOTES: 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFR Part 1926, Subpart P. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi MAXIMUM ALLOWABLE SLOPES (H:V) SOIL OR ROCK TYPE FOR EXCAVATIONS LESS THAN 20 FEET DEEP STABLE ROCK VERTICAL (90 deg) TYPE A 3/4 : 1 (53 deg) TYPE B 1:1 (45 deg) TYPE C 1 1/2 : 1 (34 deg) NOTES: 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFR Part 1926, Subpart P. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi UFRTIrAI CHnRFS FOR Snll TYPFS A Pr. R HYDRAULIC CYLINDERS SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Depth Cross Braces Cross Braces Wales Uprights of Trench Horizontal Spacing Feet Width of Trench 4FeVert. Up to Up t p t Up t Upacing 12Feet Size In Vert. pacin Feet Maximum allowable onzon a spactn feetfeet maximum allowatile horizontal spacing feet Up To 4x44x44x66x66x6 4 Regd 6 x 8 2 x 6 5 UpTo8 4x44x4 x66x66x6 4 Reid 8x10 2 x 8 1 to 10 Up TO104x64x6 x66x66x6 4 8x 4 2 x 6 5 Up To 12 4x64x66x 6 x 6 6 x 6 4 8 x 8 4 2x6 Note(2T UpTo6 4x44x44x 6x66x6 4 Re°d 5 3x8 10 Up 4x6 x6 x66x66x6 4 8x8 4 2x6 Up to 15 U To 10 6x66x56x 6 x 8 6 x 8 p 4 8x1 4 2x6 0x12 Up To 126 x65 x66 x66x86x8 4 10x10 4 3x8 4x6 4x10 U To P 6x6 x66x86x8 6x6 4 6x8 4 3x6 15 UpTo8 6 x 6 6 x 6 x66x86x8 4 8x8 4 3x6 Up to 20 Up To 10 8x88x8 x88x Bx 1 4 8x"143x6 Up To 10 gx10 8x70 8x10 8x10 10x10 5 Up To 12 8x88x88x 8x8 xt 4 10x13 See Note 1 x 6 Over 2 Over 2 Note (1) E�] Over 2 Over 20 See Note (1) UFRTIrAI CHnRFS FOR Snll TYPFS A Pr. R HYDRAULIC CYLINDERS SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Depth Cross ross Braces Cross Braces Wales Uprights Trench feet Horizontal Spacingpacing (Feet) Width of Trench (Feet) I Up to Up to Up t U12to Up to Vert. (Feet) Size (In) Vert. pacing Feet maximum allowatile horizontal spacing feet Maximum allowable horizontal s acro feet g See Note 2 Close UpTo6 4 x 614 x 4 x66x66x6 5 6 x 8 52x6 5 5 UpTo8 6 x 6 6 x 66x66x86x8 5 8x10 5 2 x 6 Up to 10 Up To 10 6x66x66x E 6x 8 6 x 8 5 Ox 10 5 1 2 x 6 2 x 6 See Note 1 See Note 1 4 x 6 7.0 Note(2T 4x44x4 x 4 6 x 6 6 x 6 15 UpTo6 fix 6x66x66x66x8 8 5 8x8 5 2 x 6 10 UpTo8 6x86x86x88x88x8 5 0x10 5 2x6 U to 15 Up To 10 8 x 8 8 x 8 8 x 8 8 x 8 800 5 0x12 5 2 x 6 4 See Note 1 See Note 1 4x6 4x10 6.0 Over 20i Note (1) 4 UpTo6 6 x 8 6 x 8 6 x 8 8 x 8 8 x 8 5 8x10 5 1 3 x 6 15UpToB 15 8x88x88x 8x8 xt 5 10x1 5 3x6 Up to 20 Up To 10 gx10 8x70 8x10 8x10 10x10 5 2 x 12 5 3 x 6 I I See Note 1 See Note 1 -�- Over 2 Over 20 E�] Over 2 Over 20 See Note (1) See Note (1) 15 14.0 UFRTIrAI CHnRFS FOR Snll TYPFS A Pr. R HYDRAULIC CYLINDERS SIZE (ACTUAL) AND SPACING OF MEMBERS - Maximun Depth Width of Trench (Feet) Cross Braces Up 8 2 Wales Uprights of Trench feet Horizontal Spacing Feet width of Trench (Feet) Up to Up to Up t Up to Up {o Vert. Spacing (Feet) Size (in) Vert. Spocing Feet Maximum allowable horizontal s acro feet g See Note 2 Close x 4 4 x 4 4 x 4 x 414 x 6 UpTo6 6x86x8 x88x88x8 5 8x1 5 2x6 5 UpTo8 8x 88x8 x88x8 x1 5 10x1 5 2 x 6 Up to 10 Up To 10 8x10 8x10 8x10 8x10 10x10 5 12 x 1 5 2 x 6 U to See Note 1 4 x 6 7.0 Note(2T 4x44x4 x 4 6 x 6 6 x 6 15 RN0'd UpTo6 8x88x8 x88x8800 5 10x1 5 2 x 6 10 Up To 8 8x10 8x10 8x10 8x10 10x10 5 12 x 1 5 2 x 6 Up to 15 See Note 1 4 x 6 5 Up To 12 20 4 8x10 See Note 1 4x6 4x10 6.0 Over 20i Note (1) 4 6 x 8 Up To 6 x 10 8x10 8x10 8x10 10x10 5 12 x 1 5 3 x 6 15 See Note 1 3x64x12 U to 20 Up To 10 6x66x66x 6x66x8 4 Up to 20 See Note 1 ff. 5 I I I I I 8x12 See Note 1 -�- Over 2 Over 20 Note (1) Over 2 Over 20 See Note (1) See Note (1) 15 14.0 8.0 3 i UFRTIrAI CHnRFS FOR Snll TYPFS A Pr. R Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=BOxH+72 psf (2 ft Surcharge) HYDRAULIC CYLINDERS Depth of Maximun Maximun Width of Trench (Feet) to 8 Up 8 2 Up Over 12 15 Trench Horizontal Spacing Vertical SpacingUp feet (Feet) (Feet) Vert. pacing Feet Up To 6 x 4 4 x 4 4 x 4 x 414 x 6 Over 8 (Type A) Re gd 4 x 6 5 UpTo8 Uto 8 (Type B) Reid RNgt 4 x 8 1 to 10 U To 10 4x 64x64x 6x 6 x 6 P 4 4 inch Diameter 2 10°h Diame er 3 inch Diameter Over2 0 4 U to 6.5 (Type B) 4 x 6 7.0 Note(2T 4x44x4 x 4 6 x 6 6 x 6 15 RN0'd Regotd 4x10 10 UpTo8 Over 7 (Type A) 15 4 4 x 6 Up to 15 Up To 10 6 x 6 6 x 66 x 6 x 6 6 x 6 Up to 5.5 (Type B) 4 4 x 6 5 Up To 12 20 4 8x10 4 4x6 4x10 6.0 Over 20i Note (1) Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=BOxH+72 psf (2 ft Surcharge) ALUMINUM HYDRAULIC SHORING WAI FR SYSTFFAS FOR SOII TYPF B Depth Tench feet WALES SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Depth of Cross Braces Cross Braces Wales Uhts Uprights of Trench feet Horizontal Spacing (Feet) Width of Trench Fee JVeq. Up to Up to up t Up to Up to p°01n 4 (Feet) Size (In) Vett, poctn Feet horizontal Maximum allowable pacing feet los Vert. pacing Feet Up To 6 x 4 4 x 4 4 x 4 x 414 x 6 4 Reo'd Re gd 4 x 6 5 UpTo8 4 x 4 x 4 4 x 4 4 x 6 4 x 6 4 Reid RNgt 4 x 8 1 to 10 U To 10 4x 64x64x 6x 6 x 6 P 4 8x 4 4 x 6 8x10 Up To 124x6 x6 x66x66x6 4 8 x 81 4 4 x 6 7.0 UpTo6 4x44x4 x 4 6 x 6 6 x 6 4 RN0'd Regotd 4x10 10 UpTo8 4x64x64x 6 x 6 6 x 6 4 6 x 8 4 4 x 6 Up to 15 Up To 10 6 x 6 6 x 66 x 6 x 6 6 x 6 4 8 x 8 4 4 x 6 5 Up To 12 6x66x66x66x66x6 4 8x10 4 4x6 4x10 6.0 Up To 6 6 x 6 6 x 66 x 66 x 6 6 x 6 4 6 x 8 4 3 x 6 15 UpTo8 6x66x66x66x66x6 4 8 x 8 4 3x64x12 U to 20 Up To 10 6x66x66x 6x66x8 4 8 x 10 4 3 x 6 5 Up To 12 6x66x66x66x86x8 4 8x12 4 3x64x12 Over 2 Over 20 Note (1) Over 2 See Note (1) ALUMINUM HYDRAULIC SHORING WAI FR SYSTFFAS FOR SOII TYPF B Depth Tench feet WALES SIZE (ACTUAL) AND SPACING OF MEMBERS Is Depth Depth of Cross Braces Cross Braces III les Wales Uprights Trench feet Horizontal Spacing Width of Trench (Feet) Up to Up to Up t Up to Up to 6 9 12 Vert. pacing (Feel) Size (In) Vert. pacing Feet Maximum allowable horizontal spacing pfeet 9 Close 6 x 6 6 x 6 6 x 66x 6 8 x 8 UpTo6 4x64x64x 6 6x 11 6 x 6 5 6 x 8 5 3x124 X R1 4x12 5 UpTo84x64x66x66x66x6 10x10 5 8 x 8 5 3 x 8 4 x 8 Up to 10 Up To 10 4x64x66x66x66x8 5 8x10 5 4 x 8 Over See Note 1 3.5 7.0 8.0 UpTo6 6x86x86x 88x88x8 5 UpTo6 6x66x66x 6 6x86x85 4 x 6 8x8 5 3 x 6 4x 10 10 UpTo8 6x86x86x 8x88x8 5 10x10 5 3 x 6 4x10 Up to 15 Up To 10 6x86x88x 8x88x8 5 10x12 5 3x64x10 0 See Note 1 7.0 6.0 3 in 6.0 3 in 6.0 3 Up To 6 8 x 8 8 x 8 8 x 8x10 8x10 5 UpTo6 6x86x86x86x88x8 5 8x10 5 4 x 6 15 UpTo8 6x86x86x88x88x8 5 10x1 5 4 x 6 Up to 20 Up To 10 8x88x88x88x88x8 5 2x12 5 4 x 6 See Note 1 W Over 20 Over 2 See Note (1) 15 14.0 ALUMINUM HYDRAULIC SHORING WAI FR SYSTFFAS FOR SOII TYPF B Depth Tench feet WALES SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Vertical Shoring Feet Cross Braces Width of Trench Feet III les I Upri his of Trench feet Horizontal Spacing (Feet) width of Trench (Feet) Vert• Spacing Up to Up to Up to Up to Up to 6 g 12 (Feet) Size (In) Vert• pacing Feet maximum a poawn a horizontal feet los 4 UpTo6 6 x 6 6 x 6 6 x 66x 6 8 x 8 5 8 x 8 5 3 x 6 5 Up To 8 6 x 6 6 x 66 x 68 x 8 8 x 8 5 10x10 5 3 x 6 Up to 10 Up To 10 6x66x68x88x88x8 5 1Ox12 5 3x6 3.5 See Note 1 tin 6.0 2io 6.0 3 i Note(z) Over 116.7 3.5 7.0 8.0 UpTo6 6x86x86x 88x88x8 5 10x10 5 4 x 6 10 UpTo8 8 x 8 8 x 8 8 x 8 8 x 8 8 x 8 5 1202 5 4 x 6 Up to 15 See Note 1 - - Over 10.0 Sin 3.5 5.5 See Note 1 3in 0 20.5 7.0 6.0 3 in 6.0 3 in 6.0 3 Up To 6 8 x 8 8 x 8 8 x 8x10 8x10 5 10x12 5 4 x 6 15 See Note 1 20 48 7.0 5.5 3 in Up to 20 See Note 1 (1) 3 i 10 4 3x1 - See Note 1 Up to W Over 20 See Note (1) 15 ALUMINUM HYDRAULIC SHORING WAI FR SYSTFFAS FOR SOII TYPF B Depth Tench feet WALES HYDRAULIC CYLINDERS nusER upwGtns Vertical Shoring Feet Section Modulus (In3) Width of Trench Feet °xon Csaer ang up to 8 Over 8 UP TO 12 Over 12 Up to 15 soca sheet 2 .3 F Horiz. Sac. Cylinder onz ylinder Horiz Cylinder Dia Sac. Dia Sac. Dia Over U to 4 3.5 8.0 2 in 8,0 N.1p) 8.0 3 in - - 3x12 7.0 9.0 2 in 9.0 Notej 9.0 3 in 14.0 12.0 3in 12.0 3 in 12.0 3 in 10 feet Feet Ina SOC. Dia Over Sac. Dia 3.5 6.0 tin 6.0 2io 6.0 3 i Note(z) Over 116.7 3.5 7.0 8.0 3 in 8.0 3 in 8.0 3 in 10 Up to 4 - xt - 7.0 6.5 2 in 6.5 15 6.5 14.0 10.0 3 in 10.0 3 in 10.0 3 in 3x1 - - Over 10.0 Sin 3.5 5.5 2 in 5.5 wte(2� 5.5 3 in 3in 0 20.5 7.0 6.0 3 in 6.0 3 in 6.0 3 15 0 4 3x1 - - 14.0 9.0 3 in 9.0 3 in 9,0 3 in 20 48 7.0 5.5 3 in Over 20 Note (1) Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix "Pt, Item (g) 1 1122120 0 5 0324:41 PM. 1:1 WALER SYSTEMS FOR SOIL TYPE C TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes atspacings other than indicated are to be determined as specified in 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in Position provide a tight wall to resist the atera) pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudslll shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet below the top of the trench. * Consult product manufacturer and/or qualified engineer for Section Modulus of available w0les. Piles i Maximum Depth Chart Using Typical Water and Sewer Trench Detail 1'oon r9o+nil +1,1c cko +% WALESWidth HYDRAULIC CYLINDER S 11Lw UPRIGHTS Depth D3034 D2241 of Trench Feet o� c �te°°pn9 TenchVertical Shoring Section Modulus up to $ ow 8 UP To 12 Oyer 1z Up to 1s soda 165 200 Size 0 TO 4% WET OF Maximum De th Horiz. Cylinder Honz Cylinde Horiz Cylinder sheet 2 F .3 F feet Feet Ina SOC. Dia Sac. Dio Sac. Dia 8" 40.7 39.7 Over 116.7 3.5 6.0 2 in 6.0 N t in 6.0 3in 28.5 28 na 7.0 6.5 2 in 6.5 Noto(2) 6.5 3in U to 4 3x1 - - 14.0 10.0 Sin 10.0 Sin 10.0 3in 0 20.5 19.9 na 20" Over na 3.5 4.0 2 in 4.0 of in 4,0 3in na 48 7.0 5.5 3 in 5.5 3 in 5.5 3 i 10 4 3x1 - - Up to W 15 14.0 8.0 3 i 8.0 3 i 8.0 3 i Over v 3.5 3.5 2 in 3,5 N te(2) 3.5 3 in 7.0 5.0 3 in 5.0 3 in 5.0 3in 4 3x1 - - Up to 14.0 6.0 3 in 6.0 3 in 6.0 3in 20 Over 2 Note 1 * Consult product manufacturer and/or qualified engineer for Section Modulus of available w0les. Piles i Maximum Depth Chart Using Typical Water and Sewer Trench Detail 1'oon r9o+nil +1,1c cko +% Depth of Bury in feet is measured to the Flowline of the pipe. na =Not Available nc = no pressure class o� E tiNP 5 E RE50G�I1) g ap�5 ' R R0 D21t L: 2ER DF ER t60 G . GL fIE PF GRA (PV ER 55 0 5eR0 COMPACTION IN FINAL BACKFILL ZONE= COMPACTION OF ALL FILL SHALL BE AT A MOISTURE d CONTENT`EQUAL TO OPTIMUM x AND UP TO A MAX. 4% ABOVE 9 OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED 11: THICKNESS. COMPACTION IN INITIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT _ TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTNE EFFORT. AVOID CONTACT WITH PIPE x AND MAINTAIN A MINIMUM OF 6" OVER m PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. Z INSTALL AND COMPACT IN 6" MAX LAYERS. WORK INHAUNCH AROUND- PIPE BY HAND TO ZONE - PROVIDE UNIFORM SUPPORT. Pawtms7t Argos Roadways, Driveways, & Parking Lots (Existing or Proposed) PLAN VIEW /C k Cement stabilized backfill area include all paved areas (sidewalks, streets, alleys, driveways and parking areas) and shall extend 5' beyond the curb line. Where any portion of the Utility Trench lies under a paved area, the entire width of the trench shall require cement stabilized backfill. _.-.-� UTILITY CROSSING DETAIL NOTE: IF CLEAR. DIST. IS LESS THAN 9 FEET, EMBED THE SEWERIN CEMENT SAN FOR THE TOTAL LENGTH OF THEE PIPE SEGMENT PLUS 2 FEET BEYOND THE JOINT ON EACH END. UNDER NOUMSTANCES SHALL THE CLEAR CIRC DISTANCE BE LESS THAN 6 INCHES. IF CLEAR. DIST. IS LESS THAN 2 FEET, THE ENTIRE LINE MUST BE CONSTRUCTED OF CL 350 DIP (MANHOLE TO MANHOLE) NON-STRUCTURAL AREAS EXCAVATED opsoil-6" Max STRUCTURAL AREAS YADTH =.�,==,.'.:.;.:.'.'.'.;i..;.;.;..:..: . _::: :~ :- " . 24• DEPTH.'. . =:, �z�r��;.�,_ ==.{--'•DETEC-'TAPE .... ••••F- - .•.•.- S _ .''''.-' ' // /,... / , / / '.'.'.'.'.'.'.'0.............. . / / / / / /'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'..'. / .6PIC ............... / .'.'.............. CEMENT STABILIZED SAND BACKFILL/BEDDING SPECIFICATIONS: DESCRIPTION: This item shall govem the mixing and placement of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C123; less than 5.0 percent c impurities, S () Organic mpunt , A TM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. B. CEMENT- Type I Portland Cement conforming to ASTM C150. C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. REQUIREMENTS FOR DESIGN: Design sand -cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. Alt compaction shall be to 95 % in accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in accordance with ASTM D1633. Mix shall contain a minimum of 1-1/2 sacks of cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet of waterlines shall contain 21/2 sacks of cement per cubic yard. All mixes shall have a moisture content between 0 % to 2% above optimum. MIXING: A. Thoroughly mix sand, cement and water according to the mix design using a pugmill-type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B. Stamp batch ficket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixture in 84nch lids and compact to 95 % of ASTM D558, unless otherwise specified. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement stabilized sand mixture in standing or free water. FIELD QUALITY CONTROL: A. The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. C. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in a work area. Specimens will be prepared in accordance withASTM D1632 and tested for 48-hour compressive strength in accordance with ASTM D1633. MEASUREMENT AND PAYMENT: No direct payment will be made for cement stabilized sand under this item. Payment for cement stabilized sand should be included in the unit price for the applicable utility or structure installation. NOTES: 1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. BEDDING, HAUNCHING, AND INITIAL BACKFILL WILL CONSIST OF CEMENT STABILIZED SAND AS PER B/CS UNIFIED STANDARD SPECIFICATIONS. 3. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS: NOMINAL DIA MIN RECOMMENDED in (mm) TRENCH WIDTH, in (mm) 4 100 21 530 108 200 25 630 250 28 710 12 300 31 790 15 375 34 860 18 450 39 990 24 600 48 1220 30 750 66 1 680 36 900 78 1980 42 1050 83 2110 48 1200 89 2260 60 1500 102 2590 INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN ©OR Q LEVEL FINAL GRADE BEDDING SEE NOTE 1 BY HAND. (MIN) e' MIN (tYP) ,2' MAx ZTHE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" TYPICAL WATERALL BE ANDAID FOR AS ER TRENCH SEWETRENCH DETAIL FOR PVC, DIP, CMP, AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. BACKFILL MATERIAL LEGEND CLASS OF """"""""` CLASS OF MATERIAL Sewer Line MATERIAL ater Line Spec. D3034 D2241 C905 C900 SDR 26 26 25 14 Class nc 1 160 1 165 200 Size 0 TO 4% WET OF Maximum De th of Bur feet 4" 81.3 76.3 na 219.3 6" 54.5 51.5 na 152.5 8" 40.7 39.7 na 116.7 10" 33.5 32.8 na 95.8 12" 28.5 28 na 81 14" na 25.7 24.7 na 15" 23.3 na na na 16" na na 21.8 na 18" na 20.5 19.9 na 20" na na 18.2 na 24" na na 15.9 na Depth of Bury in feet is measured to the Flowline of the pipe. na =Not Available nc = no pressure class o� E tiNP 5 E RE50G�I1) g ap�5 ' R R0 D21t L: 2ER DF ER t60 G . GL fIE PF GRA (PV ER 55 0 5eR0 COMPACTION IN FINAL BACKFILL ZONE= COMPACTION OF ALL FILL SHALL BE AT A MOISTURE d CONTENT`EQUAL TO OPTIMUM x AND UP TO A MAX. 4% ABOVE 9 OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED 11: THICKNESS. COMPACTION IN INITIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT _ TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTNE EFFORT. AVOID CONTACT WITH PIPE x AND MAINTAIN A MINIMUM OF 6" OVER m PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. Z INSTALL AND COMPACT IN 6" MAX LAYERS. WORK INHAUNCH AROUND- PIPE BY HAND TO ZONE - PROVIDE UNIFORM SUPPORT. Pawtms7t Argos Roadways, Driveways, & Parking Lots (Existing or Proposed) PLAN VIEW /C k Cement stabilized backfill area include all paved areas (sidewalks, streets, alleys, driveways and parking areas) and shall extend 5' beyond the curb line. Where any portion of the Utility Trench lies under a paved area, the entire width of the trench shall require cement stabilized backfill. _.-.-� UTILITY CROSSING DETAIL NOTE: IF CLEAR. DIST. IS LESS THAN 9 FEET, EMBED THE SEWERIN CEMENT SAN FOR THE TOTAL LENGTH OF THEE PIPE SEGMENT PLUS 2 FEET BEYOND THE JOINT ON EACH END. UNDER NOUMSTANCES SHALL THE CLEAR CIRC DISTANCE BE LESS THAN 6 INCHES. IF CLEAR. DIST. IS LESS THAN 2 FEET, THE ENTIRE LINE MUST BE CONSTRUCTED OF CL 350 DIP (MANHOLE TO MANHOLE) NON-STRUCTURAL AREAS EXCAVATED opsoil-6" Max STRUCTURAL AREAS YADTH =.�,==,.'.:.;.:.'.'.'.;i..;.;.;..:..: . _::: :~ :- " . 24• DEPTH.'. . =:, �z�r��;.�,_ ==.{--'•DETEC-'TAPE .... ••••F- - .•.•.- S _ .''''.-' ' // /,... / , / / '.'.'.'.'.'.'.'0.............. . / / / / / /'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'..'. / .6PIC ............... / .'.'.............. CEMENT STABILIZED SAND BACKFILL/BEDDING SPECIFICATIONS: DESCRIPTION: This item shall govem the mixing and placement of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C123; less than 5.0 percent c impurities, S () Organic mpunt , A TM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. B. CEMENT- Type I Portland Cement conforming to ASTM C150. C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. REQUIREMENTS FOR DESIGN: Design sand -cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. Alt compaction shall be to 95 % in accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in accordance with ASTM D1633. Mix shall contain a minimum of 1-1/2 sacks of cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet of waterlines shall contain 21/2 sacks of cement per cubic yard. All mixes shall have a moisture content between 0 % to 2% above optimum. MIXING: A. Thoroughly mix sand, cement and water according to the mix design using a pugmill-type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B. Stamp batch ficket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixture in 84nch lids and compact to 95 % of ASTM D558, unless otherwise specified. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement stabilized sand mixture in standing or free water. FIELD QUALITY CONTROL: A. The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. C. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in a work area. Specimens will be prepared in accordance withASTM D1632 and tested for 48-hour compressive strength in accordance with ASTM D1633. MEASUREMENT AND PAYMENT: No direct payment will be made for cement stabilized sand under this item. Payment for cement stabilized sand should be included in the unit price for the applicable utility or structure installation. NOTES: 1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. BEDDING, HAUNCHING, AND INITIAL BACKFILL WILL CONSIST OF CEMENT STABILIZED SAND AS PER B/CS UNIFIED STANDARD SPECIFICATIONS. 3. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS: NOMINAL DIA MIN RECOMMENDED in (mm) TRENCH WIDTH, in (mm) 4 100 21 530 108 200 25 630 250 28 710 12 300 31 790 15 375 34 860 18 450 39 990 24 600 48 1220 30 750 66 1 680 36 900 78 1980 42 1050 83 2110 48 1200 89 2260 60 1500 102 2590 INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN ©OR Q LEVEL FINAL GRADE BEDDING SEE NOTE 1 BY HAND. (MIN) e' MIN (tYP) ,2' MAx ZTHE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" TYPICAL WATERALL BE ANDAID FOR AS ER TRENCH SEWETRENCH DETAIL FOR PVC, DIP, CMP, AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. BACKFILL MATERIAL LEGEND CLASS OF """"""""` CLASS OF MATERIAL COMPACTION REQUIREMENTS MATERIAL PER ASTM D2321-89 M U) CQ M CQ CO 1 1-1 O V STRUCTURAL NON-STRUCTURAL 95% MAX. PER 85% MAX. PER 4) 0� QA IV A OR IV B ASTM D1557 @ ASTM DI557 O 0 TO 4% WET OF 0 TO 4% WET OF U OPT. MOISTURE OPT. MOISTURE 0 rh el � 95% MAX. PER 85% MAX. PER © II, III, OR © ASTM DI557 Q ASTM DI557 o I OTO OF 0 TO 4% WET OF 4+ OPT. MOISTURE 95% MAX. PES ASTM D558 Q, OPT. MOISTURE © CEMENT STABILIZED SAND 95% MAX. PER ASTM D558 cu N O (SEE SPECIFIC TION THIS SHEET, 0 TO 2% WET OF 0 TO 2% WET OF o 5D ~ .N OPT. MOISTURE 95% MAX. PE � ASTM 'DI557 � OPT. MOISTURE N 1A OR 1B g5% MAX. PER ASTM DI557 C0O E � ai 0 TO 4% W OF 0 TO 4% WET OF Imo- N OPT. MOISTURE OPT. MOISTURE TESTING ONE TEST PER 200' OF REQUIREMENTS = TRENCH PER 2' FILL 4. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. SURFACE LIVE MIN RECOMMENDED LOADING CONDITION COVER, in (mm) H25 FLEXIBLE PVMT) 12 300)* H25 RIGID PVMT) 12 300) E80 RAILWAY 24 610) HEAVY CONSTRUCTION 1 48 1220) HAUNCH ZONE - 4" BEDDING (MIN) -J *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION 5. REFERENCE SECTION X-2, ASTM SPECIFICATION D2321. 6. HDPE PIPE SHALL BE ADS N-12 OR APPROVED EQUAL. NON-STRUCTURAL STRUCTURAL .AREAS AREAS EXCAVATED TRENCH WIDTH 'opsoil-6" Max _2. _ - ' (F = �.. `' . �•t°` w . ==1. 'f' ``' J.f' .. . ;; =; �-»`:;:. .... -24'.. DEPTH-.... _ 't-- �-_�.*,--= • •DETECTOR -NAPE '.'.'.'.'.'.'.'.�• .•.•�•....... . .SPiiING.IJNE•.•.'.• •••••••••••-.'.'-•• ,OF -PIPE- • • ... ............ . o .... Q`Q4 MIN TRENCH WIDTH TYPICAL HDPE STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS 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 II: Coarse Grained Soils, Clean. 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. 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" Line. See specification (ASTM D2321-89) for details. Class IV B: Select Material from the Trench consisting of Fine -Grained Soils (inorganic). Inorganic clays of medium to high plasticity, fat clays, inorganic silts, fine sandy or silty soils, elastic silts. Class V: Organic Soils. Material from the Trench which does not meet the requirements above. All rocks, lumps, and clods must be removed from this material prior to placement in the trench. This material is only appropriate for topsoil in the non-structural trench. EMBEDMENT 8c TRENCH SAFETY SCALE: NOT TO SCALE T.979.260.69'3 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING + HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.rnitchellandmorgan.cam III,E OF 7 F `,lit i __P X9�irtts * �r .....................................: VERgt ICA J:13- MJRGAN 77689 ' ; "'t Q , ..."51 6ISTS?' -" `` 7 1, c�`�. *_,0 C U V oWJ M 1 W) "L3 m* co r - m to 0 I 1 M M U) CQ M CQ CO 1 1-1 O V 1ZP l'G'1 d, d' .00 *xr 0 4) 0� .. V . P•t 5 0 1.0 0 r N 1 V "a -s.-I co r - m to �. I 1 ZE- H 6 Q Ht� M U) CQ M CQ CO 1 1-1 P4 r! W 1ZP l'G'1 d, d' 4 .d P � �4 V Q 0O O Z U V 0 0 rh el � Cfl Z z a p O U U W w ro o I � ® 4+ O d:' M M 05 >% h � o cu N O 0 r_ dD X U 0 o 5D ~ .N N W , N C0O E � ai � 0 Imo- N r-4 G N d' = U __ O Lli --- fY _ - I- A-- 48 Z *p..t rA O ;;I - cu W (J co r - m to W I 1 ZE- H 6 Q Ht� M U) CQ M CQ CO 1 1-1 P4 r! W 1ZP l'G'1 d, d' _ E-+ Z U � �4 Q 0O O Z U 1-1 C3 � �CQ M � 0 Cfl Z z a p O U U W w . rn I 4+ O d:' M M 05 >% h � cu N O r_ dD X U o 5D ~ .N -F� z L e N � :3 C0O E � ai � 0 Imo- W - Ld C) p Q. U V) N O m = U __ Lli --- fY _ - I- A-- 48 Z W -_ M _ 0 =- LLI M W AS REQUIRED WITH SET SCREW) BLOOCK / LCK wrvcrctit RETAINER GLANDS B OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTEDW/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -o1 SPECIAL CONDITIONS SIZE ft STANDARD FIRE HYDRANT WARNINGNSIGN \ MAIN LINE NOTE: VOWU E 1. FURNISH AS SHOWN ON PLANS 6,8- 5.0 �o VALVE EXTENSION TO BE USED ONLY WHEN TOP GATE VALVE ' 10,12" 6.5 2.5 1.5 1.2 4.0 OF GATE VALVE IS DEEPER THAN 5 FEET W/VALVE BOX 2. SIGNS TO BE CONSTRUCTED WARNING ' 1.5 FROM FINISHED GRADE. 1.5 WATER LINE THRUST BLOCK ii ;; 0.5 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A 6'8" 1.5 ENAMEL FINISH. FURNISH ONE UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN • ' ' •, °•- ° 0.9 STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 0.1 NTACT THE CITY AND ONE POST FOR EACH VALVE N LIMITS W/ BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUP 11.25' REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. + NEFOREEXCAVATING INSTALLED AND AT OTHER SHALL BE 957. AND REDUCER AS REQUIRED 0.41 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON 10.121 1. LOCATIONS AS SHOWN ON PLANS. AS REQUIRED W MECHANICAL JOINT PIPE. YELLOW BACKGROUND FURNISH SAME NUMBER OF • ° .• M. J. TEE 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. elf REPLACEMENT SIGNS AS FOR EACH OR CROSS 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. INSTALLED (OMITTING VALVE VA L NUMBER ON VALVE SIGN BLANK) ' , N - 1. COPPER LINE IN TAMPED SAND FROM VALVE BOX PERSPECS. NO (NOT A SEPARATE PAY ITEM) TEE OR TAPPING SLEEVE APPROVED 3" OR LARGER COMPOUND O 7" 3' X 3' O METERS. VAULTS & MATERIALS j\ i 2" BLACK PRESSURE NSITNE NUMBERS 24" X 24" X 6" 28 -DAY CONCRETE 7 APPROVED METERS - SENSUS SRH (U. S. GALLONS) & VALVE AS REQUIRED I v ADDED AFTER • :o';:' '• - • ' APPROVED VAULTS - PARK DMC -BR WHA 10 PAIN GN HAS BEEN 9 •• STRENGTH = 2000 psi PRE -CAST CONCRETE VAULT WITH BACKGROUND. ENCL - MODEL 1220 SCH. 40 PIPE OR A VED EQUAL . ' MJ PLUG 1' MIN. D ADEQUATE ACCESS AND VAULT DIMENSIONS OW -OFF ` o - a Wi1#4 BAR AROUND i IN MALE QUICK - 6" APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL W EXIST. GRADE ECTION & CAP W AS REQUIRE1 JOINT. SET SCREW RETAINER GLANDS WILL e ® PIPELINE WARNING SIGN N p BE USED ON ALL M. J. FITTINGS. A ALL VALVE BOX. R VALVE IDENTIFICATION SIGN 77, ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, BRASS BALL VALVE 4'-0' "'� � 8' BLUE, HEAVY DUTY, WING I VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER CHANNEL POST IX VALVE BOX AND SHAFT EXTENSION SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. ZZ 4'-0" CAST IRON VALVE BOX COVER 300 BRASS THREAD PIPE 2' X 4' X 6" CONCRETE S 2' X 4' X 6" CONCRETE SLAB CONCRETE VAULT BRASS ELL MJ TAPPED CAP o:° ,'. .. •:• >: ����///��' ��� 4'-0" NOT GREATER VIEW A '- A 2" SQUARE AWWA NUT EXTENSION. TERMINATE ANCHOR 90• BEND 12" FROM TOP OF BOX. GATE VALVE STD. GATE VALVE w/VALVE Box z W/STAINLESS STEEL BOLTS STANDARD FIRE HYDRANT 3 FIRE HYDRANT LOCATION PVC OR D.I. PIPE 5E REALIGN AS NEEDED VALVE BOX PER SPECS. STANDARD FIRE HYDRANT :;; •i , : {; BLOCK AS DIRECTED. MIN. DIMENSION APPROX. 2" SQUARE AWWA NUT A A f EQUAL TO ONE BAG OF FINISHED GRADE EXTENSION. TERMINATE SACKRETE 12" FROM TOP OF BOX. I GATE VALVE & BOX 6" BURY UNE W1 -00 AS REQ'D VARIES General Notes: (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe n: to a depth of 12 over the top of the pipe before back fill is begun I 00 by any mechanical equipment. 6" STD. 6" D.I. OR C909 PIPE All concrete blocking shall be - 28 day concrete strength = 2000psi. GATE VALVE 6" MJ ANCHOR �2 33 All thrust blocking shall provide a minimum of 2 square feet of WITH SS BOLTS COUPLING bearing area of concrete on undisturbed soil, or as directed by the engineer. CONCRETE PEA GRAVEL - FILL (4) Water mains will not be fully pressurized until concrete has BLOCKING TO 1 FT. ABOVE reached 7 day strength. - WEEP HOLE (5) All pipe will be laid so as the entire barrel will have full - - `:::`' ' bearing on the fine graded trench bottom. Bell holes shall be cut THRUST BLOCK for each bell and fire hydrant. (6) All gate valves to be '0 ring type, with non -rising stems; with ;, M. J. ends includin all glands, bolts and gaskets; and to open -clockwise (left). counter TEE OR TAPPING (7) All fittings shall be mechanical joints unless otherwise directed. SLEEVE & VALVE 1117P IAKIV•AI IfA1krTC I BLOCK USING 12%12"x4" AS REQUIRED WITH SET SCREW) BLOOCK / LCK wrvcrctit RETAINER GLANDS B OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTEDW/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -o1 SPECIAL CONDITIONS SIZE ft NOTES: WARNINGNSIGN \ MAIN LINE VALVE VOWU E 1. FURNISH AS SHOWN ON PLANS 6,8- 5.0 �o 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. B _ AND ON ALL VALVE SIGN POSTS. ' 10,12" 6.5 2.5 1.5 1.2 4.0 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY TEXT 2. SIGNS TO BE CONSTRUCTED WARNING ' 1.5 PIPING APPARATUS OR METER WITHIN THE VAULT. 1.5 FROM 20 GA. STEEL BAKED ON THRUST BLOCK ii ;; 0.5 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A 6'8" 1.5 ENAMEL FINISH. FURNISH ONE UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN • ' ' •, °•- ° 0.9 STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 0.1 NTACT THE CITY AND ONE POST FOR EACH VALVE N LIMITS W/ BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUP 11.25' REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 1 1.51 NEFOREEXCAVATING INSTALLED AND AT OTHER SHALL BE 957. AND REDUCER AS REQUIRED 0.41 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON 10.121 1. LOCATIONS AS SHOWN ON PLANS. ENSITY PER W MECHANICAL JOINT PIPE. YELLOW BACKGROUND FURNISH SAME NUMBER OF • ° .• M. J. TEE 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. elf REPLACEMENT SIGNS AS FOR EACH OR CROSS 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. INSTALLED (OMITTING VALVE VA L NUMBER ON VALVE SIGN BLANK) r7 1. COPPER LINE IN TAMPED SAND FROM d- NO (NOT A SEPARATE PAY ITEM) APPROVED 3" OR LARGER COMPOUND O 7" 3' X 3' O METERS. VAULTS & MATERIALS j\ i 2" BLACK PRESSURE NSITNE NUMBERS CONC SLAB d- APPROVED METERS - SENSUS SRH (U. S. GALLONS) oNp I v ADDED AFTER • :o';:' '• - • ' APPROVED VAULTS - PARK DMC -BR WHA 10 PAIN GN HAS BEEN 9 •• PRE -CAST CONCRETE VAULT WITH BACKGROUND. ENCL - MODEL 1220 SCH. 40 PIPE OR A VED EQUAL . ' MJ PLUG I ADEQUATE ACCESS AND VAULT DIMENSIONS OW -OFF ` o - a FOR METER SELECTED IN MALE QUICK APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL W EXIST. GRADE ECTION & CAP W W JOINT. SET SCREW RETAINER GLANDS WILL ® PIPELINE WARNING SIGN N W BE USED ON ALL M. J. FITTINGS. W R VALVE IDENTIFICATION SIGN ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, BRASS BALL VALVE 4'-0' "'� � 8' BLUE, HEAVY DUTY, WING I VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER CHANNEL POST IX VALVE BOX AND SHAFT EXTENSION SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. 4'-0" CAST IRON VALVE BOX COVER 300 BRASS THREAD PIPE 2' X 4' X 6" CONCRETE S 2' X 4' X 6" CONCRETE SLAB CONCRETE VAULT BRASS ELL MJ TAPPED CAP o:° ,'. .. •:• >: ����///��' ��� 4'-0" NOT GREATER ' •� THAN 45' BACK FILL AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLAND �G�q ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. SIZE ft g.':P:x.au•c�'."'•t".'?''•a.-P.'•}:a}-.'b;'�„av::i;'3;' .•J1i3: ' G} H ft VALVE VOWU E ' •� THAN 45' BACK FILL AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLAND �G�q ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. 1" BRASS ELLTYP. COMPRESSION FITTING ( ) AND 1" GATE VALVE CONCRETE BLOCKING (SEE BLOCKING DETAIL • "r.• 1" TYPE "K" COPPER TUBING . • •XATEF BRASS NIPPLE 1" TAPPING SADDLE W/ CORPORATION STOP. BLOW -OFF RISER AIR RELEASE VALVE & VACUUM CHECK VALVE W3- 1 W3 - s:u�ro�wxi erennam_nanKw s•ioz-uclw�s•wa•ncs.awg,»1cuzUWLk%=]oFW, in NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID THRUST I C I A I VOLUME to tons ft ft &_V.) 4,6.8 5.1 1.5 2.5 0.3 10,12 11.3 11.513.51 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 3. MARK EACH SERVICE END WITH METAL "T' POST BRASS CURB STOP O BETWEEN THE SERVICE SADDLE AND THE CURB STOP PAINTED BLUE. WITH PLUG (REF) FOR SINGLE SERVICE OR BETWEEN THE SERVICE 4. MATERIAL USED SHAD_ BE AS SPECIFIED OR AN SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL C C 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. TO PRESSURE TEST UNES IMMEDIATELY AFTER THE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ,-0" STREET CROSSINGS HAVE BEEN INSTALLED. INSTALLED WITH THE MAIN UNE CONSTRUCTION. -.I -"1 1'-0" 4' MIN. w _. w "•-: a _And1 c, �IiRUST s_.,�� r i oin 0 mo :,e• m .,��C� Jm O POUR AGAINST POUR AGAINST UEANRDIS RBED UNDISTURBED EARTH VIEW A -A DOU RE SER{ M TEE THRUST BLOCK PLUG THRUST BLOCK CONC. CURB & GUTTER THRUST BLOCK NOTES: \ a• \ / / / % / . \ \. \ / \ / / \ \. i \ \ \ .\ 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE //�A PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 2' MIN. -3' MAX. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF /SERV.) --- 2' MIN. - CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS APPROVED SERVICE SADDLES 4' MIN. FOR TAPPED SEE AND PVC. OR A POUR CONCRETE AGAINST CONCRETE SHALL NOT f�YPE "K" COPPER TUBING UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP FOR DOUBLE SERVICE) TRENCH t'-n.WATER_.1" BRASS WYE WIDTH_ •.: �; PIPE (1 FOR DOUBLE SERV.) 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE (SEE NOTE 1) •} ' , =.A_;9; r - =•y= WATER CROSSING PIPE JOINT DIA. OUTER POUR CONCRETE pR DIA. AGAINST UNDISTURBED SECTION X -X EARTH PLA_ N VIEW I HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE ft ft H ft ft VOWU E 90' 6,8- 5.0 �o o METER °R 0.9 2.7 - - 10,12" 6.5 2.5 1.5 1.2 4.0 '8.:•fnV..iV+w':�a�b::/.:I.:%C%6V� ':�T.•�t. 4 ia�. a. t. a. .:�„ 45' 6.8- 2.0 '• p . . 0 1.5 _ 1.5 0.2 THRUST BLOCK ii ;; 0.5 WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" UP) 6'8" 1.5 NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON -THRUST 0.9 AND VALVE 0.1 COMPACTIO N LIMITS W/ BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUP 11.25' 6,8" 1 1.0 1 1.51 OF ASSE SHALL BE 957. AND REDUCER AS REQUIRED 0.41 0.1 10.121 1. STAN ENSITY PER W METER VAULT ASSEMBLY 98 IN-LINE BLOW OFF ASSEMBLY W3-00 elf W3- GALV. ELL r7 1. COPPER LINE IN TAMPED SAND FROM d- UN D ED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN O GALV. NIPPLE -4" REMOVE AND DISCA �- O O SIDES PER PIPE. W/S.S. HOSE CLAMP "AIR AFTER USE 00 d- 2. PAYMENT F ITEM OF RELEASE VALVE" oNp SHALL INCLUDE ATERIALS, AS SHOWN IN S UNDERGROUND DETAIL, INCLUDING INE TAPPING SADDLE. 1" AIR RELEASE VALVE 3. SIZE OF UNES AND VA L Y BE MODIFIED BY APCO MODEL 50 ENCL - MODEL 1220 SCH. 40 PIPE OR A VED EQUAL 1 I THE ENGINEER OW -OFF a HOT -BOX POLY ROX IN MALE QUICK MODEL PHRI WITH W EXIST. GRADE ECTION & CAP W W HEAT OR APPROVED N W UAL W - - BRASS BALL VALVE I - I" APCO WAFER IX 4" X 3' E PAD CHECK SERIES 300 BRASS THREAD PIPE 1" IRON PIPE THREAD BRASS ELL MJ TAPPED CAP 1" BRASS ELLTYP. COMPRESSION FITTING ( ) AND 1" GATE VALVE CONCRETE BLOCKING (SEE BLOCKING DETAIL • "r.• 1" TYPE "K" COPPER TUBING . • •XATEF BRASS NIPPLE 1" TAPPING SADDLE W/ CORPORATION STOP. BLOW -OFF RISER AIR RELEASE VALVE & VACUUM CHECK VALVE W3- 1 W3 - s:u�ro�wxi erennam_nanKw s•ioz-uclw�s•wa•ncs.awg,»1cuzUWLk%=]oFW, in NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID THRUST I C I A I VOLUME to tons ft ft &_V.) 4,6.8 5.1 1.5 2.5 0.3 10,12 11.3 11.513.51 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 3. MARK EACH SERVICE END WITH METAL "T' POST BRASS CURB STOP O BETWEEN THE SERVICE SADDLE AND THE CURB STOP PAINTED BLUE. WITH PLUG (REF) FOR SINGLE SERVICE OR BETWEEN THE SERVICE 4. MATERIAL USED SHAD_ BE AS SPECIFIED OR AN SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL C C 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. TO PRESSURE TEST UNES IMMEDIATELY AFTER THE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ,-0" STREET CROSSINGS HAVE BEEN INSTALLED. INSTALLED WITH THE MAIN UNE CONSTRUCTION. -.I -"1 1'-0" 4' MIN. w _. w "•-: a _And1 c, �IiRUST s_.,�� r i oin 0 mo :,e• m .,��C� Jm O POUR AGAINST POUR AGAINST UEANRDIS RBED UNDISTURBED EARTH VIEW A -A DOU RE SER{ M TEE THRUST BLOCK PLUG THRUST BLOCK CONC. CURB & GUTTER THRUST BLOCK NOTES: \ a• \ / / / % / . \ \. \ / \ / / \ \. i \ \ \ .\ 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE //�A PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 2' MIN. -3' MAX. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF /SERV.) --- 2' MIN. - CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS APPROVED SERVICE SADDLES 4' MIN. FOR TAPPED SEE AND PVC. OR A POUR CONCRETE AGAINST CONCRETE SHALL NOT f�YPE "K" COPPER TUBING UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP FOR DOUBLE SERVICE) TRENCH t'-n.WATER_.1" BRASS WYE WIDTH_ •.: �; PIPE (1 FOR DOUBLE SERV.) 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE (SEE NOTE 1) •} ' , =.A_;9; r - =•y= WATER CROSSING PIPE JOINT DIA. OUTER POUR CONCRETE pR DIA. AGAINST UNDISTURBED SECTION X -X EARTH PLA_ N VIEW I HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE ft ft H ft ft VOWU E 90' 6,8- 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 45' 6.8- 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.5• 6'8" 1.5 1.5 1.5 0.9 0.8 0.1 10,121 2.0 2.5 1.5 1.2 1.1 0.3 11.25' 6,8" 1 1.0 1 1.51 1.5 0.9 0.41 0.1 10.121 1. 5 0.6 0.1 TYPICAL HORIZONTAL THRUST BLOCK W00 MAIN TRACK SUBGRADE DITCH o - o MIN. � ' , � f t MIN. �mv�rrt'n CASING CARRIER PIPE MACHINE BORING MACHINE BORING TUNNELING IN EMBA T TUNNELING IN CUT NOTE: 1. FOR MORE INFOR ON WATER AND SEWER UNE CROSSING SEE CITY ST SPECIFICATION FOR WATER AND SEWER LINE CO ON. 2. STEE G SHALL BE A MINIMUM THICKNESS OF 1/2 INCH. 3. RING IS REQUIRED. TYPICAL RAILROAD CROSSING W4- -0 MIN. MACHINE BORING 2'-0" MIN. OPEN CUT (TUNNELING) OPEN C UMrr WIDTH OF PAVEMENT vNaMMMET , 3'-0" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE NOTE - 1. FOR MORE INFORMA WATER AND SEWER U SSING SEE CITY STAND ECIFICATION FOR WATER AND S LINE CON 2. STEEL SHALL BE A MINIMUM THICKNESS OF 3/8 INCH. 3. DR G PREFERRED, WET BORING ALLOWED ONLY WHEN VED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING W4 MACHINE BORING (TUNNELING) SHOULDER SHOULDER000 VARIES VARIES 5'- WIDTH OF PAVEMENT MIN. MIN. 3'=O" BELOW DITC LINE. STEEL G CARRIER PIPE NOTE: 1. FOR MgkE INFORMATIO ATER AND SEWER LIN SING SEE CITY STANDAR IFTCATION FOR WATER AND S UNE CONSTRU 2. STEEL C ALL BE A MINIMUM THICKNESS OF 3/8 INCH. 3. DRY IS REQUIRED. PICAL STATE HIGHWAY OR MA THOROUGHFARE CROSSING W4 - SELECT MATERIAL W2-01 MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +47. OF OPTIMUM UNDER NON-STRUCTURAL AREAS Cie ... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED ORIGINAL GROUND BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN IN FUTURE STREET OPTIMUM TO +47. OF OPTIMUM UNDER FUTURE STREET AREAS. AREA © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT 12"-18" DEPTH. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: >E �?Al: • V//\\ MAXIMUM LIQUID UMIT- - - - - - - - - _ - 45 MAXIMUM PLASTICITY INDEX _ - - _ - _ - - _ 15 y' Q SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE _ - - - - _ 35 6"-12" MINIMUM PERCENT PASSING 3/4" SIEVE- - - - _. -. -100 ® (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL *+ z CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. AT OPTIMUM NOTES: 1. FOR BEDDING AND TRENCH/NG WIT H/N EXISTING •' ::=;J' MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STRESS. 4- 2. 2. All bedding & installation of PVC pipe shall be in accordance UNDISTURBED SOIL to ANSI/AWWA Standards for PVC Pipe. PIP0 DE HE -3. All bedding & installation of Ductile Iron pipe shall be in accordance to ANSI/AWWA C150/A21.50. 6" MIN./12" MAX. 4• Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the City Engineer. 6. Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8. See 'Open Cut Details" ST4-00, ST4-02 & ST4-02. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR FUTURE STREET AREAS [W4-03 GENERAL NOTES.- ALL OTES:ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABUSHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 0 F 9 •U 0 w NN DA>E 1-31-03 ME. NTS AMM. W. P. K. FIGURE: SHEET W1 OF - Z O 3 i W elf r7 tet• d- •ct- O 0 O O 00 d- oNp � N 1 I I a O W W W W N W W W I IX W c_ W2-01 MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +47. OF OPTIMUM UNDER NON-STRUCTURAL AREAS Cie ... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED ORIGINAL GROUND BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN IN FUTURE STREET OPTIMUM TO +47. OF OPTIMUM UNDER FUTURE STREET AREAS. AREA © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT 12"-18" DEPTH. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: >E �?Al: • V//\\ MAXIMUM LIQUID UMIT- - - - - - - - - _ - 45 MAXIMUM PLASTICITY INDEX _ - - _ - _ - - _ 15 y' Q SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE _ - - - - _ 35 6"-12" MINIMUM PERCENT PASSING 3/4" SIEVE- - - - _. -. -100 ® (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL *+ z CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. AT OPTIMUM NOTES: 1. FOR BEDDING AND TRENCH/NG WIT H/N EXISTING •' ::=;J' MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STRESS. 4- 2. 2. All bedding & installation of PVC pipe shall be in accordance UNDISTURBED SOIL to ANSI/AWWA Standards for PVC Pipe. PIP0 DE HE -3. All bedding & installation of Ductile Iron pipe shall be in accordance to ANSI/AWWA C150/A21.50. 6" MIN./12" MAX. 4• Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the City Engineer. 6. Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8. See 'Open Cut Details" ST4-00, ST4-02 & ST4-02. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR FUTURE STREET AREAS [W4-03 GENERAL NOTES.- ALL OTES:ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABUSHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 0 F 9 •U 0 w NN DA>E 1-31-03 ME. NTS AMM. W. P. K. FIGURE: SHEET W1 OF - I I NOTES: I NOTE: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. IN NEW OR EXISTING RIGHT-OF-WAY. 4" PVC EXTENSION I DDITION OF CEMENT STABILIZED SAND OR GRAVEL 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT W/4" CLEAN OUT METER BOX STANDARD Y BE REQUIRED TO STABILIZE FOUNDATION. RINGS AND CHIMNEY OR CORBEL/CONE SECTION. NOTE W/PVC CAP (SEE CLEAN-OUT BOOT 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: 1. WHERE DOUBLE WYE SERVICE NOTE 3) MANHOLE DEPTH (FT.) BASE THICKNESS ELEVATION IS LESS THAN 2'-7" 0 - 12 8" BELOW PROPOSED BACK OF w 12 AND OVER 12" CURB, MIN. SLAB ELEV. MUSTXnniimr o 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: BE SET E ALLOW SANITARY a LOCATION COMPACTION REQUIREMENT SEWER SERVICE. ;e 2. MARK EACH SERVICE END WITH :;; `• �. PAVEMENT 98 % STANDARD PROCTOR - ASTM D 698 METAL 'T' POST PAINTED GREEN. ' • LANDSCAPE AREA 90 % STANDARD PROCTOR - ASTM D 698 _ SEE NOTE 7. 3. ALL MATERIAL SHALL BE SDR 21��' 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT -OF WAY D2241. 6" CLEAN OUT STACK 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD ® 4. GLUED FITTINGS WILL ONLY BE DIP OR PVC ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER = ALLOWED AT THE DOUBLE WYE FOR EARTH, SEE BEDDING WITH CLEAN OUT WITH •, t:= '` SHALL BE USED. SEWER SIGN CONNECTION. GLUED FITTINGS TO PVC CAA (SEE NOTE 3) AND TRENCH DETAIL 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN BE PVC-DWV. SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01-05) 6'-0' PLAN STD. CAST IRON MANHOLE COVER 3' MIN. AND FRAME (30" DIA. OPENING) � S ION - A OR EQUAL R -O -W -� " 12" MAX. "� ' 111r u 2" CUSHION REQUIRED VARIES CEMENT STABILIZED FOR ROCK, CONCRETE SEE NOTE 1. F 2'-0^ / / \ _ %% \ % \ //% / 7 SAND AS SHOWN. PRECAST REINFORCED 21-6" „ 3.5' MIN.(SEE NOTE 1.) I -� NOT LESS THAN 3" NOTE: CONC. MANHOLE SECT. - DROP FITTINGS ARE TO BE STD. 45 yyyE ASTM DES. C-478 , 8' GREEN, HEAVY DUTY, PVC (SEE NOTE 3) • ;; ; ;:• , -; RESTRAINED JOINT DUCTILE 5" MIN. BACK FILL AROUND MH SHALL •. WING CHANNEL POST (MIN. 1% SLOPE) ' •_� c, -s, IRON PIPE. CEMENT STABILIZED BE AS PER NOTE 4. VARIES `.,a::•' ;;1 ��:;:: SAND AS SHOWN. 5" MIN. STD. 45' BEND VARIES ►� (SEE TABLE) RUBBER -GASKET JOINTS '. W/ MORTAR SEALANT STD. 45' WYE 4'-�! d q 9 INSIDE AT ALL JOINTS �'` '• "d 3" _ ►fit STACK PLUG 6" MIN. VARIES IN HEIGHT o VARIES � � '`-: " .., +!2 � � 45 BEND A VARIES �. 3' 3" A . ••.o, is �, `► 45' BEND ' +' '• �'' ' COMBINATION TEE (AS REQ'D.) 45 BE v ES 0' BEND ;�. NOTES: SEE E.M._•':"�`:: •.. NOTE UNDA11ON MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. - 6 FT >36in. BASE .•;, ., .I :.'• t•' o1 _ STD. 45' BEND STAN DAR D CLEAN OUT FOR MAIN LINE #4 BARS BENT ®90' AND DEEP CONNECTION PROFILE s2-01 TIED TO WALL AND BASE. 1. FURNISH AS SHOWN ON P #4 BARS, 8" O.C.E.W. D IN AND/OR AT EACH MAN HERE NOTE DEPTHS GREATER THAN 12' ® SELECT NATIVE MATERIAL OFUTUREE STREET RIGINAL NAREA SEWER LINE CROSS N FIELDSWILL REQUIRE 2 MATS OF R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF BLACK 4 BARS, 8" O.C.E.W. -- DEPTHS GREATER THAN ' WILL INVERT = 3/4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: 1D� -\ WARNING 2• SIGNS TO BE C UCTED REQUIRE 2 MATS OF REINFORCING STEEL IN THE UP TO 24". 24" AND LARGER VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TOA PLACE METAL DETECTOR FROM 20 G L BAKED ON SHALL BE FULL DEPTH INVERTS. ENAMEL FURNISH ONE STANDARD DROP MANHOLE /� 1 77 7 MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12"-18" DEPTH. 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ 10" = ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. ERGROUND SEWER ONE DONE POST ?' ;:.•:•:;- 1 (STANDARD) T THE CITY FO MANHOLE INSTALLED 3.5' MIN.(SEE NOTE 1.) OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN B CAVAIING S OPEN FIELD AND AT OTHER CAP CLEAN-OUT AT BUND FLANGE ON STAN DAR D MANHOLE AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO OA SELECT MATERIAL ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. YELLOW ATIDNS AS SHOWN ON PLANS. RAINED JOINT FOR FORCE MAINS. S 1 - S 1-03 MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 6"-12" 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL FURNISH SAME NUMBER OF BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN © (MANUALLY BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. BACKGROUND 14" REPLACEMENT, SIGNS AS FOR EACH NOTES: 1 OPTIMUM TO +47a OF OPTIMUM UNDER FUTURE STREET AREAS. CONSOUDATE INSTALLED (OMITTING MANHOLE i. 1"0 "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF PVC (SEE NOTE 3) © GRANULAR MATERIAL AT OPTIMUM 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MANHO NUMBER ON MANHOLE SIGN FREE . '`' MOISTURE) (NOT A SEPARATE PAY (TEM; REMOVE INVERT AS REQUIRED EXISTING MANHOLE. HOLES SHALL NOT BE INSTALLED MORE THAN (MIN. 1% SLOPE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE 7"PLUS 4� AND NEW INVERT FOR NEW 4" APART. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" ` OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF CK PRESSURE LINE. NEW INVERT SHALL APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN MATERIAL AND WHICH, WHEN TESTED BY STANDARD -` ' ';:' : `," ` WAY, SHAH BE CONTROLLED BY THE CONTRACTOR. PERIPHERAL HAVE SMOOTH TRANSITION REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER' HOLES. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: ( { UNDISTURBED SOIL SE NUMBERSr----7-.-(SEE "STARTER' HOLES CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. MAXIMUM LIQUID LIMIT 45 �I PIPE !� 6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING TO BE AFTER CO NOTE 1.) INTO NO INV INVERT. REWORK COMBINATION TEE (AS REQ'D.) O.D.EXISTING INVERT AS REQUIRED. 2, THE NUMBER OF REBAR DOWELS SHALL VARY WfiH SIZE OF MAXIMUM PLASTICITY INDEX 15 OR PLATING PLACED AT THE END OF EACH WORKING DAY. WHRE 10BASIC SIG BEENOPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING PAINTED. 6" MIN./12" MAX. BACKGROUND. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 1 OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REQUIREMENTS. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL EWER WARNING AND A GRDUT STAN DAR D C 0 N N ECTI 0 N P R 0 FI LE NOT ADHERE TO FORMA BALL WHEN PRESSED IN THE HAND. 4. CONCRETE SHALL BE 3,000 P.S.I. COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. AN H 0 LE IDENTIFICATION SIGN m CONCRETE 1,_0" SYNKO-FLEX PREFORMED --SANITARY SEWER BLOCK PLASTIC ADHESIVE DIAMETER S 1 - #3 REBAR (14" LONG) WATERSTOP, OR APPROVED VARIES EMBEEDDDED AN EQUAL (SEE NOTE 3.) 2„ C 1 NON -SHRINK BEDDING AND TRENCH FOR DI PIPE & PVC PIPE EPDXYED INTO MANHOLE WATERSTOP - PIPECONX (TIT GROur S E RVI C E CONNECTION 1 WALL Y. (SEE NOTE 2.) MANHOLE ADAPTER -� - NEW INVERT S2-00 PIPE O.D. SEAL, OR APPROVED PIPE O.D, 6.1 PLUS 18" EQUAL (2 REQ'D) PLUS 18' 1 CONNECTION DETAIL SECTION VIEWWATERSTOP-PIPECONX MANHOLE ADAPTER SEAL., 1 MANHOLE CONNECTION DETAIL B 1 OR APPROVED EQUAL B _ (2 REQ'D) STANDARD MANHOLE TIE-IN1 CONNECTION DETAIL SECTION VIEW B•2 S 1-04 4" PVC EXTENSION MAIN TRACK W/4" CLEAN OUT W/PVC CAP (SEE SUBGRADE DITCH PIPE O.D. 2-1/" / NOTE 3) o o 11' 1-3/8" a • , n #2 HOOPS, a e 12" O.C. e ' PIER " SHO a > a - ON PLAN a• p 'v a o o d 3" CLEARANCE VAR I MININMUM PIER VERTICAL STEEL DIAMETER #5 BARS 16" MIN. 24" W z a� MIN. 14 2.0' I a. 16 1777jT771 24 r>�'A NOTES: CASING CARRIER PIPE PVC DOUBLE WYE 3 WITH CLEAN OUT WITH I o PVC CAP (SEE NOTE 3) � MACHINE BORING MACHINE BORING PLAN TUNNELING IN EMBAN T TUNNELING IN CUT) 3 (TYPICAL) IV 1. o CONC. CURB & GUTTER I NOTE: 00, 1. FOR MORE INF ON WATER AND SEWER LINE CROSSING SIDEWALK SIDEWALK 3 SEE CITY ST SPECIFICATION FOR WATER AND i SEWER L STRUCTION. / \ 2. STEE G SHALL BE A MINIMUM THICKNESS OF 1/2 INCH. :'a - 3.5' MIN.(SEE NOTE 1.) 3. RING IS REQUIRED. A 3.5' MIN.(SEE NOTE 1.) 2. CHAMFER EDGES 3/4'. I TYPICA L RAILROAD CROSSING - '` ' WATER UNE S3_ (MIN. 4' BURY) 3. CONTRACTOR SHALL CONSTRUCT PVC (SEE NOTE 3) I _ '-0" MIN. MACHINE BORING 2'-0" MIN. DESIRABLE OPEN CUT (TUNNELING) OPEN C 2' PVC COMBINATION TEE (AS REQ'D.) (SEE NOTE 3) �- LIMIT WIDTH OF PAVEMENT STD. 45'PVC BEND PVC SDR 21 D2241 01.0% MIN. SEWER UNE /STD.VC ._ .; 3'-0' MIN. SIDEWALK MAY BE COUPLING OPEN CUT OR BORED v PROFILE AS DIRECTED BY ,',• NOTE. STEEL CASING THE ENGINEER 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS. THAN 2'-7" BELOW PROPOSED BACK OF CURB, AS REQUIRED CARRIER PIPE WHERE A GOOD BEARING SOIL MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. NOTE: 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 1. FOR MORE INFORMA WATER AND SEWER U SSING ; • 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE SDR 21 D2241 MATERIAL SEE CITY STAND ECIFICATION FOR WATER AND 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN UNE CONSTRUCTION. SEWER UN UCTION. ' 2. STEEL SHALL BE A MINIMUM THICKNESS OF 3/8 INCH. •' 3. DR G PREFERRED, WET BORING AVOWED ONLY WHEN SEWER SERVICE LINE CROSSING VED BY THE CITY ENGINEER. S3-00 : +' -� • '," ' * •- TYPICAL CITY STREET CROSSING S3 - MACHINE BORING z : ' ,; :'-,. ;.::• (TUNNELING) 5. ALL INFORMATION SH IS CITY SHOULDER SHOULDER 00010 ' ' ` • ` VARIES VARIES MINIMUM. ALL PI HALL BE V-0 WIDTH OF PAVEMENT MIN. MIN. jao DESIGNED BY FESSIONAL ENGINEER. 3'-0" BELOW DITCH UNE. aoe ; • ; ; ' CARRIER PIPE ; • .; POUR AGAINST UNDISTU EARTH NOTE: STEEL C 1. FOR MORE INFORMATIO ATER AND SEWER UN SING SEE CITY STAND IFICATiON FOR WATER AND SEWER UNE ICTION. 2. STEEL C At L BE A MINIMUM THICKNESS OF 3/8 INCH. W/W/ vii 3. DRY IS REQUIRED. PICAL STATE HIGHWAY OR MA PIER THOROUGHFARE CROSSING FOR S3- S:1Projt0533-Brenham Bank1D533-161•DETAILS-se-bes.dwg,11r2m00503:5(YADPM, 1:1 a • , n #2 HOOPS, a e 12" O.C. e ' PIER " SHO a > a - ON PLAN a• p 'v a o o d 3" CLEARANCE VAR I MININMUM PIER VERTICAL STEEL DIAMETER #5 BARS 16" 8 24" 12 26" 14 30' 16 1777jT771 24 IDE X 3/8' THICK STEEL STRAP PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUIRON TO PIER (2 REQ'D. PER PIER) CTILE WRAP WITH ONE LA 1" x 6" GALVANIZED STEEL OF TAR PAPER TO ANCHOR BOLT SECURED TO O -_ a E - �, S2-02 uz= OD 1� L� � f 0 _ � � r MACHINED BEARING SURFACE / ( -:3 1-5/8" PICK HOLE DETAIL 5 SEE BOLT HOLE DETAIL 3/4" (WATERTIGHT COVER ONLY) � Imo• BOLT HOLE DETAIL z 33-1/4" 32-3/16" 4-1/2" /" GROOVE FOR ADIA 1" 1-12NEOPRENE GASKET ET COVER BACK U U 7/16" 2-9 16" o 30" 31-7/8"w -�/2" iE 40-3/4" _ FRAME SECTION L'i -3/4"T T-2-1/2' COVER SECTION 4) 1/2" DRILLED AND TAPPED BOLT HOLES (WATERTIGHT FRAME ONLY) (4) 1/2"-13 X 1-3/4" SS HX HD BLTS (4) 1/2"-13 X 1-3/4" SS HX HD BLTS WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) SP TART E .OLLEIL ce s • nc arcs 1- -1/2" N'.,, s -1/2" y, y R Y S : CITY OF BRYAN ' W TA56 FRAME PLAN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4-01 D,IN BY - GENERAL NOTES: DATE 1-31-03 ALL AREAS WHERE EXISTING VECETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ME. N T S SHALL BE ADEQUATELY BLOCK :SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE GROSS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL APE iQVED W. P. K. 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 FIGURE 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. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. SHEET S1 OF -_ PREVENT BONDING ® VERTICAL REINFORCING STEEL (4 REQUIRED PER PIER - 24" DEPTH) NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. A• :'a :•:. A 2. CHAMFER EDGES 3/4'. Q o - '` ' •' 3. CONTRACTOR SHALL CONSTRUCT ui_.• _ . CONCRETE PIER TO A MINIMUM o: ' •'; ; .; VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH v ,',• WHERE A GOOD BEARING SOIL `'' •-, ': , ; • #2 HOOPS, 12" O.C. IS ENCOUNTERED. ' ' '� • •' 4. ALL SHAFTS SHALL BE BO RTICALLY : +' -� • '," ' * •- • : . PLUMB WITHIN 2" TOLEac z : ' ,; :'-,. ;.::• •' 5. ALL INFORMATION SH IS CITY `D a ' ' ` • ` . • ' MINIMUM. ALL PI HALL BE DESIGNED BY FESSIONAL ENGINEER. N ui m ; • ; ; ' : �.° • ,• ; • .; POUR AGAINST UNDISTU EARTH INTO H W/W/ vii TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER O -_ a E - �, S2-02 uz= OD 1� L� � f 0 _ � � r MACHINED BEARING SURFACE / ( -:3 1-5/8" PICK HOLE DETAIL 5 SEE BOLT HOLE DETAIL 3/4" (WATERTIGHT COVER ONLY) � Imo• BOLT HOLE DETAIL z 33-1/4" 32-3/16" 4-1/2" /" GROOVE FOR ADIA 1" 1-12NEOPRENE GASKET ET COVER BACK U U 7/16" 2-9 16" o 30" 31-7/8"w -�/2" iE 40-3/4" _ FRAME SECTION L'i -3/4"T T-2-1/2' COVER SECTION 4) 1/2" DRILLED AND TAPPED BOLT HOLES (WATERTIGHT FRAME ONLY) (4) 1/2"-13 X 1-3/4" SS HX HD BLTS (4) 1/2"-13 X 1-3/4" SS HX HD BLTS WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) SP TART E .OLLEIL ce s • nc arcs 1- -1/2" N'.,, s -1/2" y, y R Y S : CITY OF BRYAN ' W TA56 FRAME PLAN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4-01 D,IN BY - GENERAL NOTES: DATE 1-31-03 ALL AREAS WHERE EXISTING VECETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ME. N T S SHALL BE ADEQUATELY BLOCK :SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE GROSS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL APE iQVED W. P. K. 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 FIGURE 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. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. SHEET S1 OF -_ o O -_ a E - �, S2-02 uz= OD 1� L� � f 0 _ � � r MACHINED BEARING SURFACE / ( -:3 1-5/8" PICK HOLE DETAIL 5 SEE BOLT HOLE DETAIL 3/4" (WATERTIGHT COVER ONLY) � Imo• BOLT HOLE DETAIL z 33-1/4" 32-3/16" 4-1/2" /" GROOVE FOR ADIA 1" 1-12NEOPRENE GASKET ET COVER BACK U U 7/16" 2-9 16" o 30" 31-7/8"w -�/2" iE 40-3/4" _ FRAME SECTION L'i -3/4"T T-2-1/2' COVER SECTION 4) 1/2" DRILLED AND TAPPED BOLT HOLES (WATERTIGHT FRAME ONLY) (4) 1/2"-13 X 1-3/4" SS HX HD BLTS (4) 1/2"-13 X 1-3/4" SS HX HD BLTS WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) SP TART E .OLLEIL ce s • nc arcs 1- -1/2" N'.,, s -1/2" y, y R Y S : CITY OF BRYAN ' W TA56 FRAME PLAN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4-01 D,IN BY - GENERAL NOTES: DATE 1-31-03 ALL AREAS WHERE EXISTING VECETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ME. N T S SHALL BE ADEQUATELY BLOCK :SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABUSHED. IN DEVELOPED AREAS WHERE GROSS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL APE iQVED W. P. K. 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 FIGURE 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. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. SHEET S1 OF -_